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HomeMy WebLinkAbout49878-Z �O',Of SOUryo`o Town of Southold * * P.O. Box 1179 Ic 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46287 Date: 07/02/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1525 Leeward Dr Southold, NY 11971 Sec/Block/Lot: 79.-7-19 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/19/2023 Pursuant to which Building Permit No. 49878 and dated: 10/12/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including finished basement with bathroom, alteration to existing covered front porch, existing attached garage altered to living space and attached garage, to existing single family dwelling as applied for. The certificate is issued to: Jared Fox,Rhan Bowes Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49878 10/25/2024 PLUMBERS CERTIFICATION: VP Plumbing&Heating LLC 01/29/2025 A t rize Signature �SUFFotr� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND'SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) r - Permit#: 49878 Date: 10/12/2023 Permission is hereby granted to: Tsoumpelis, David 1525 Leeward Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1525 Leeward Dr SCTM #473889 Sec/Block/Lot# 79.-7-19 Pursuant to application dated 9/19/2023 and approved by the Building Inspector. To expire on 4/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $490.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $540.40 Building Inspector OF SO!/r�01 h O Town Hall Annex Telephone(631)765-1802 54375 Main Road CIO ANC P.O.Box 1179 �o sean.devlint-town.southold.ny.us Southold,NY 11971-0959 Ol� IVUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jared Fox Address: 1525 Leeward Dr city:Southold st: NY zip: 11971 Building Permit#: 49878 Section: 79 Block: 7 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Sure Line Electric License No: 5112ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic IX I Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 17 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt 10 Wall Fixtures 16 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 62 CO Detectors Sub Panel 100A A/C Blower 3 Range Recpt 50A Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 24' Dryer Recpt 30A Emergency Strobe Heat Detectors Ij Disconnect Switches 63 4'LED 4 Step Lights 26 Sump Pump Other Equipment: Fridge, (2) Mini Fridge, Oven, DW, Hood, Micro, W/D, Electric Floor Heat, (2)AC's . (1) Minisplit,.Dehumidifier, 200A Panel 40 Circuit/ 36 Used, 100A Sub 30 Circuit/ 19 Used (6)115AF Notes: (5)120ARC, (2)120Combo Breakers Two Story w/ Finished Basement Inspector Signature: c Date: October 25, 2024 Copy D E C E 0 V E J AN 2 9 2025 1525 Leeward Building Department Town of Southold V.P. Plumbing & Heating, LLC 36 Chestnut Street Mt. Sinai, NY 11766 (546) 659-3368 Plumbing License#MP-50220 Jared Fox 1325 Leeward Dr. Southold,NY 11971 V.P. Plumbing & Heating, LLC certifies that the all the hot and cold water lines at the above address have been piped out with no use of lead solder.All fixtures are anti-scold protected.All piping was Installed with Pex piping and brass fittings with stainless rings. Vincent Puleo(owner of V.P.Plumbing&Heating,LLC) �I� �O��OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycoulm, 631-765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] :FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ar- 1 -pinrlmA .11�jv tho WAJ( GvN sad DATE 95 INSPECTOR l�� ho�aOE SOUty�lo 1 TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING ][ FRAMING/STRAPPING [ ] FINAL w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]CPRE C/O [ ] R NTAL REMARKS: iN1VYl `dZ O 0V DATE '3� 7�y INSPECTOR OF sobT I_.l 1 81 I S;2-5 * # -TOWN. O SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wl, ri 1 r Ar 91 je fc�O WOW DATE INSPEC .OR hO�aOF SO(/1y0� , # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qqov�s INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [� ] PRE C/O [ ]' RENTAL MARKS: �A f/ li✓�. MA6 Pigt r)14� via, ov--, c&kf 0 tw%/ F,�_71 9�i DATE sd INSPECTOR SOUTHOLD BUILDING DEPT. / 631-765-1802 i ASPECTION iATION 1 ST/ REBAR [ ] ROUGH PLBG. ,UNDATION 2ND [.. ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ } ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t P VIA' ca � 'j as vte �rt., 7Z DATE IFISPECT0469 ., laf so '/(-- # TOWN. OF SOUTHOLD BUILDING DEPT. UU cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ -] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: `1T�O �hp DATE INSPECTOR Edward Koenig m Architect Licensed in New York& Florida PO Box 1051 ^ 150 Veterans Memorial Hwy. Commack, NY 11725 Southold Building Department EDWARD KOENIG 54375 Route 25 ARC %r PO Box 1179 2 Southold, NY 11971 !S July 17t", 2024 JAN 2 9 2025 Jared Fox Bu11cd1n Re: 1525 Leeward Drive TOvrn®�uthepa �dot Southold, NY 11971 SCTM# 1000- 79 — 7 - 19 Dear Sir or Madam, I, Edward Koenig, a NY State Licensed Architect, observed the insulation and fire blocking at 1525 Leeward Drive, Southold. I have reviewed the Town of Southold approved construction documents and certify that the insulation meets or exceeds the insulation R values set forth in the approved construction drawings and those required in the building code. Additionally all fire blocking and fire caulking was completed per code. I make this certification-to the Town knowing that the Town of Southold is relying upon my inspection as a step in the land owner obtaining a Certificate of Occupancy for the structure. If you have any questions please don't.hesitate to contact me. ERE.D AR Sincerely, ER/C I14 ;F t' LU Edward Koenig — R.A. N�A -9� 784 New York office F Florida office PO Box 1051 5300 South Atlantic Ave. 150 Veterans Memorial Hwy. Suite 8604 Commack, NY 11725 New Smyrna Beach, FL 32169 Edward Koenig —Architect 631-948J030 direct cell and text Web: www.EDWARDKOENIG.com email: EDKOENIG49@gmail.com Edward Koenig - Architect Licensed in New York& Florida PO Box 1051 ^ 150 Veterans Memorial Hwy. Commack, NY 11725 Town of Southold — Bldg. Dept. EDWARD KOENIG Town Hall Annex ARCHITECT 54375 Main Road Southold, NY 11971-0959 September 19, 2024 Re: Jared Fox, 1525 Leeward Drive, Southold, NY 11971 SCTM# 1000 —79 — 7 - 19 Dear Sir or Madam, I, Edward Koenig, a NY State Licensed Architect observed the foundation ties which pinned the proposed foundation to the existing at the above referenced address. I also observed the installation of an additional cellar egress window/well. I have reviewed the Town of Southold approved construction documents and I certify that the foundation ties are the same size and type as the plans. I certify both the foundation pinning and the additional cellar egress/well have been installed according to standard construction practices and comply with the 2020 RCNYS. I make this certification to the Town knowing that the Town of Southold is relying upon my inspection as a step in the landowner obtaining a Certificate of Occupancy for the structure. Sincerely, E�S0 A e?4�1"d C' Edward Koenig — R.A. 9,oX 8 4 6 New York office C Florida office PO Box 1051 5300 South Atlantic Ave. 150 Veterans Memorial Hwy. Suite 8604 Commack, NY 11725 Smyrna Beach, FL 32169 Edward Koenig—Architect 631-948-7030 direct cell and text Web: www.EDWARDKOENIG.com email: EDKOENIG49@gmail.com MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) WIU' JIAC � 0/1 a F✓� '� met A'PAP-044 ------------------------------------- FOUNDATION (2ND) m z f- VAo Ay.- N �rl vcN y ROUGH FRAMING& �R-�j PLUMBING �r INSULATION PER N.Y. STATE ENERGY CODE fhb • r _ 1 FINAL Q2Qj AI ADDITIONAL COMMENTS �f I n 23 o Ala �°�� � � WM I tA re-c i d ... 7 ��. -1 1-4--er N � 0 z x x . d b H TOWN OF SOU THOLD :BUILDING DEPARTMENT Town:Hall Annex 543 75:MainRoad P. 0.-Box 11:79 Southold,,W 11971-0959.. Q' • Tele hone 631 765-1'$02 Fax'( 631 765-9502 h � s//www.southoldtownn ov c P �. ) � ) nP �g y01,' a ` Dateitkelvecl .. -:APPLICATION FOR BUILDINGPERMIT DFo :Office Use Only . . :PERMIT:NQ; 'iJ " ' Building'Inspector: SEp:: 1 5 2023 ih� n`y plications and forms must be filled gout in them entirety Incomplete, }fix; . applications,will not bye accepted Where the Applicant is riot the owner;an Bulldtng Depalrhnsnt ' .: YOwn of:S Owner's Author�zat�on form r(Page 2)shall be completed a m " . .... outhold :. .;15 .:..,? sr= � „�h i a?YS.Y _,-.k,N�n"S}in-r@ Yl �ss,?l_..17s, I rr.�'gr h�}?, r.?s 'tf-°�LIn•.L't)15<s c��}�fi.,z. s. .r„ I "ti li a,r .. .. .. ': : .:.Date: :.�`� OWNERS)OF PROPERTY r F R .;� t a; Asa SUM 1000-: . Name rJared .Fox _ M#.. . .79_- 7 - 19 Project Address_1525;Leeward Drive,_Southold;.NY 1.1971 Phone#V'031-335-0972 :.. Email:jared.c.fox@gmall.com Mailmg address .1„525 Leeward Drive, Southold, NY 11971 In \1411n�z3 �CON7�CT PERSON k ' k a x Name:Jared:fox :: . Mailing address 1525 Leeward Dnve, Southold,,NY 11971„ :...Phone# 631-335-0972 : Email lared.c.fox@gmail.com _� v::3 X'Z ..,�.0 a; ':^,x 5 v;v "+` s r:�- s.,;;•.4. t'.art ^ 'k.�!" e a t -k;. s �H, sa-.d 'v 1.�'�, ^ ,.r'.�"x -.i'. r�. 'y `v�-. ' k Name-Edward: Koenig:-Architect Mailing Addeess;.5300'S.:Atlantic Me'.;:Suite:8604V.New:Smyrna Beach, FL 32:1:69 ......: . . Phone#:631-948-7030 :' Email edkoenig49@gmail com srs :�: �..,.-.�:i, k:.a�a �,,ryitt::;; snn4�A unf, t �I 4 t, � z.fi,�m d s�s-.- a s �r•I+it t x � nac�}si�.t 3 t ? 3 -i.�' tit a ra�sr k CONTRACTpR INFORMATION ,� i I F u a xna sn'1�fl t r Name:: :- Seavew_Contracting'. :. Mailing Address:: 108 Peninsula Drive,'Port Jefferson:.:NY 11777 . . .. . . Phone#.631.680y8129 Email steVe@seavlewcontractingllc.com r a sr ^t°.z t _,.....„`.:k .w�„�:e.�.� ,...,�, �-:-"�ti...�� ,.�>,.�. ,•+ ^::,.,-.4. 5��;::a'�'"�,.`Sr``..�lh 3k�h n�3.=,s ,,.;�,,. M rh�4 fi�5 �`���"'1x�f:77� lrh s i .i. t ti�i iFri� i�s�Ya�t.7���``�:gn�.�:y��i�^�ala�i+l;^'^..*�. `DESCRIPTION{OF l?ROPOSED:CONSTRUCTION,,y � ; :^ M �t x a' >r 'sA ,{ k �_��. 3 i a�sy �v. 1 �h.... tk 1 u� k.... r �^�.:P`,yl5��5.��'7z�Zr 97,Y r,s. � R`� Z sT ���'�.3 e•h4L Lx S .�c "�,5 ��`�u...�k n4l`'.Z'`�` �'}�'> �� 3�1.L.,'�.ak L p� ❑.New Structure: ®Addition ❑Alteration::�Repair�:(]Demolition: ;Estimated;Cost of Project: :,. ��� ❑Other .. .. .. $ Will the lot be:re-graded?: DYes:WNo Will.ekess fillbe remov:edfrom premises? ,❑Yes RNo �i,�S�a 1.}3 � i 5�'. ; P :�"�� �fly s4'1 ,fist, n.. '�k��, }.::3.-�...�,. ,,r�' i T� yt 3 1 na�..c',. i'• A t l?,�lt ��xS_.Y�r���tP'� ^r. Existing use of property.sin le fa mll -residential Intended use of property:sin d lei famifV residential :Zone or:use:district in.which premises is situated:: :::.: Are there covenants and and restrictions with:respect:to __... . ..:: ...: -------- this property? DYes BNo 1F�YES, PROVIDE NCOPY. R-40 :: .. � :. . :: ''.�"#', h 4 S-.; � .,F��yo-,,5��;+�4. S'� s.�;;�'4'�`�,�""' .a�.,,5 2��.�` ���c r.:�, � � 7 ,r�a ';a�,���§.,.,.,�;'�`S t.'�,��„�i.4� � �h1'.ti t.in^,1�,;�thf-� ��,.,yz•L,��: �=C etk'Box -fter Re�tdin The owner'contFactor desi n rofessional is res onsible for atl drains a an °storm wateF issues ash royided b ' `. : . -Gha tet236 of,the TowrrCode:°APP'L'ICATION IS[iEREBY:MAD to the BUlldin"Qe 4 artmeitt`for theissnce''of}a;Buildin'aPe'rmiti'"'u`rsuant to the Bulldin 'toile t 8 P P 8 .. r p:��x,.�� �„'.sn �h�:.;i #>'„ :,,,i-}, .,,.-e�, ,3.n,l�s��5 .sr,..�>.=h f,.i..-:�in.�r..5s 5,;.� ,f r�.?r�.,iti e;•=1 .,c n,...3.1:. " �,����.�}�« .y ;„5.9,,. i.,'>;1*;�,-,tix ,i.",..1 �, 4-.�;_a tSxr;; • dtdlna ce of.the Town of Southold;Suffolk,County,Newlforksnd other applicable-taws;Ordlnances or f;egulations;;forthe-constructlon,of:buildings,, ���x� � _ � ., ,,-o..:.,�`�a`izT, �:`., s �-,,�,:z., �„ 1.e,,:n>>i r,} �, :e:f,.r � ,,,..-.,,, -'� '' n -;h•:. �n".�.;x..y. ,i,;�o,ti n 1;r�.rev ,?,... ,�f'n s .,rk -+,,,.,,.:,5.a., ,,��k���,:.�,:, �,a: ,k' },a,, • additions,,alteratlonsorfor removal,or,demolitton as herein descrlbed�The appltcanY,agrees to comply withall applicable laws,ordinances,bulldtng code, ��:�; • 3.,n`.,:. ,1.:. 1. ii.it n,.,rrs f`•83\'}t'1-. , �'.. `aY,,(.a ij� Z. ., ..,:i 1, ,� •1 :,ar Zr�t,: �,..s�.;:.r. F Z,nti. Sn r T5 n?:.Yl �,:e•,. �` t.) ��+:tc� �r; a'housin c de�antl reguldtiops`andto,admitxauthorlied Inspectors orF;p[emisesantl in bullding(s)`�for necessa`ryanspections Ealsg statements;made:hereinare fi i g �,,.. ,i>n 1 r r Y,:..-•1, �as 7.�arsx,,r�;:'�, r., ,,, ^:�-,t��7�� nr-+S�P�,,.q�yy�a,,: ,.,�.7,,"ir 1 � a .a��P t s�..�, � ru,.it r �i a �, �.3`�. .- .: Punis6able as a Class A;mtsdemeanor ursuant to,Sectlon`'210:45'of the'NewvYorkState P 7,7 7', �, . .n.� ,:,, Jared Fox A 0 lication Submitted 13-._• rint name : :. :: . ClAuthoriied pp .. . .... Y(P ) . . ...Agent:.410wner Signature of Applicant: Date: STATE.OF NEW YORK)...... :. SS: COUNTY OF ) :. : . . being dulysworn;:deposes Arid says that:(s)he is the applicant :.(Name of individual signing contract)above named,. :. ::Owner:.: ... :.. (S)•he.is the :(Contractor,Agent;Corporate Officer,-etc.) of said owner brown and is duly authorizedlo perform.or have:performed=the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the wor.;willa performed.in the manner set:.ort in the application .file therewith. :.Sworn before.me this:: . I : . J day of- : . . ..... : .::.: ::.: �: .::.: JOHN COLLINS LIC,STATE OF NEW YOR.. .. NOTARY PUB PROPERTY:OWNER AUTHORIZATION Registration No:OIC06437686 = (Where the:applicant:is:not the,owner): :::.: Qualified in New York ou ty . ..... ::.. .. 'vly Commis -Expires . sioii .:residing.at: q. do hereby authorize: ao apply on rriy behalf to ihe.Tovin of Southold.BuildingDepartment for.ap''roval as described herein.... . ..... .... owner`s:Signature::.: Date:::.: Priht'Owner's-Name " 2 C E 0 V E . actckCT l5 SfFQt� BUILDING DEPARTMENT-Electrical 3 1 2023 TOWN OF SOUTHOLD l epartment �p o Town Hall Annex- 54375 Main Road - PO owr o`ff Southold o Southold, New York 11971-0959 4 Telephone (631) 765-1802 - FAX (631) 765-9502 ' iamesh[cDsoutholdtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/22/23 Company Name: Sure Line Electric Group Electrician's Name: Shamus Maer License No.: ME-5112 Elec. email:SureLineElectric@gmail.com Elec. Phone No: 631-863-2339 E I request an email copy of Certificate of Compliance Elec. Address.: 30 Hawthorne Ave Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Jared Fox Address: 15251-eeward Drive Cross Street: Jacobs Lane Phone No.: 631-335-0972 Bldg.Permit#: 49878 email:Jared.c.fox@gmaii.com Tax Map District: 1000 Section:79 Block: 7 Lot: 19 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring Garage, Living Room, finished cellar, Kitchen. Square Footage: Circle All That Apply: Is job ready for inspection?: El YES ✓0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-1 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground[]Overhead # Underground Laterals 1 2 0 H Frame Pole Work done on Service? OY N Additional Information: PAYMENT DUE WITH APPLICATION 1 BUILDING DEPARTMENT-Electrical s ct09CT 3 1 2023 TOWN OF SOUTHOLD Town Hall Annex - 54375'Main Road - PO'NIWWQgartrrsre4 (COD M own 01 sovi old Southold, New York 11971-0959 Telephone (631') 765-1802 - FAX (631) 765-9502 iamesh a southoldtownny gov - seandgsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1'0/22/23 Company Name: Sure Line Electric Group ` Electrician's Name: Shamus Maer License No:: ME-5112 Elec. email:SureLineEIectric@gmail.com Elec. Phone No: 631-863-2339 211 request an email copy of Certificate of Compliance Elec. Address.: 30 Hawthorne Ave Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Jared Fox Address: 15251-eeward Drive Cross Street: Jacobs Lane Phone No.: 631-335-0972 Bldg.Permit#: 49878 email:Jared.c.fox@gmaiI.com Tax Map District: 1000 Section:79 Block: 7 Lot: 19 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring Garage, Living Room, finished cellar, Kitchen. Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �` l � PERMIT N Address: r t 4 \ , Switches Outlets i G F I's. r 7j Surface Sconces / I H H's f UC its Fans Fridge HW G f Exhaust 1 Oven aA &( m W/D I smokes DW Mini 5 =arbon Micro Generator _ombo "JA Cooktop Transfer aC 1 l � AH Hood Service 1 Amps Have Usec ,pecial: 1 --7, / Ll r� lJ :omments _ ,C)-p-) 1. S" c 2j l I2� s Bargain and Sale Deed with Covenant against Grantor's Acts-Individual or Corporation(Single Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 30111 day of June,in the year 2023, BETWEEN David Tsoumpelis and Evangelia Tsoumpelis,with an address at 1525 Leeward Drive,Southold,NY 11971 party of the first part,and esdw� VI-ha"a ate(-IF-, Jared Fox and Jihan,�;residing at 301 East 78"'Street,Apt.17F,New York,NY 10075 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the Town of Southold,County of Suffolk and State of New York,known and designated as Sec: 079 See Schedule"A"annexed hereto for legal description Block 07 Lot 5: THE PREMISES HEREIN DESCRIBED ARE BEING AND ARE INTENDED TO BE the same 019 premises as conveyed to the grantor(s)herein by deed dated March 21,2003 and recorded April 15, 2003 in Liber 12246,Page 140 in the Office of the Clerk of Suffolk County,State of New York. This conveyance is made with the unanimous consent in writing of all of the members in the ordinary and regular course of business actually conducted by the party of the fir§t part PREMISES KNOWN AS:Section 079 Block 07 Lot 019 on the Suffolk County Land and Tax Map. PREMISES ALSO KNOWN AS:1525 Leeward Drive,Southold,NY 11971 TOGETHER with all right,title,and interest,if any,of the patty of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be constructed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: / Davis Tsoumpelis /J Evangelic tFsoumpelis y FIRST AMERICAN TITLE INSURANCE COMPANY Title No.: 3146786-F-NY-RP-HL Schedule A Description ALL that certain plot,piece or parcel of land,situate,lying and being at Bayview,in the Town of Southold,County of Suffolk,State of New York,known and designated as Lot No.38,on a certain map of"Leeward Acres at Bayview"filed in the Office of the Clerk of the County of Suffolk on June 4,1971,as Map No.5599,which said lot is more particularly bounded and described as follows: BEGINNING at a point on the northerly side of Leeward Drive distant 318.08 feet westerly from the westerly end of a curve having a radius of 25.00 feet and a length of 39.27 feet which curve connects the northerly side of Leeward Drive with the westerly side of Topsoil Lane; RUNNING THENCE North 25 degrees 29 minutes 30 seconds West along the northerly side of Leeward Drive a distance of 100 feet; THENCE North 37 degrees 30 minutes 30 seconds East a distance of 404.21 feet; THENCE South 73 degrees 02 minutes 50 seconds East a distance of 66.87 feet; THENCE South 16 degrees 57 minutes 10 seconds West a distance of 106.45 feet; THENCE South 37 degrees 30 minutes 30 seconds West a distance of 328 feet to the northerly side of Leeward Drive,the point or place of BEGINNING. File No.: 3146786-F-NY-RP-HL NY Certificate of Title—Schedule A Description '4 STATE OF New York ) ss: COUNTY OF l JCM y On the 30"day of June,in the year 2023, before me,the undersigned,a Notary Public in and for said State, personally appeared Davis Tsoumpelis and Evangelia Tsoumpelis, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. VIRGINIA E.ALESE Notary Public.State of New York Reg.No.OIAL4694622 NOtarS ublic Qualified in Suffolk county Commission Expires FebruaN 28.2026 STATE OF NEW YORK) COUNTY OF )ss: On the day of in the year 2023 before me,the undersigned,a Notary Public in and for said State,personally appeared ,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. Notary Public BARGAIN AND SALE DEED wrrH COVENANT AGAINST GRANTOR'S ACrs Horizon Land Services of NY— 3146786-F-NY-RP-HL Tsoumpelis Section: 079 Block: 07 -to- Lot(s): 019 Town/County: Southold/Suffolk Fox Street Address: 1525 Leeward Drive Southold,NY 11971 Record&Return to: Demetrios G.Melis,J.D.,Ph.D. 259 West 29th Street,Suite 100 New York,NY 10001 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 19 A VIOLATION OF SECTION 7209 OF THE NEW YORK STALE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES.ARE FOR A SPECIFIC PURPOSE AND ARE N)T TO BE USED TD ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS"VEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION RNWATEO HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE UMNO INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / 400 Ostrander Avenue, Riverhead, New York IIct01 S Lot 8 / tel. 651.12'i.2505 fax. 651.72-1.0144 �► T "L vb / odmin@youngengineering.00m "Lee q dessi"Ord on, -�-•'-- a�BQY►'iewF� l Lot CMF S,-- "Lee fLeewSAdiV;s Lot;;,, d HoNar k4 �Land Sureor 66,g7, F es _ Thomas Wol Professional Engineer Douglas E. Adams, Professional Engineero CM= Daniel A. Weaver, Land Surveyor -V 0 SITE DATA `` �D,QAPBORIINI AREA =40,166 SQ. FT. *SUBDIVISION-"LEEWARD ACRES AT BAYVIEW"FILED IN THE OFFICE OF S THE CLERK OF SUFFOLK COUNTY ON DUNE 4,1971 AS FILE NO.5599. w1F S h FCgof 10 � 9.H5' tiD Rp \N3� OO rz a p CMF 2i FRAME SHED 9. v�Q Lot 38 VINYL SHED Subdivision- "Leeward Acres at Bayview" �� Ir00, JBY• ry�,ti d 2, `� A , 9�° SURVEYOR'S CERTIFICATION *WE HEREBY CERTIFY TO JARED FOX THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS 01 \ O /�� " pp' � s9� ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND ` /tib�s�P \` F / SURVEYORS. OFIV s ` IPF h r a ~' S w` RD N \\ CMF P O 0 n \ / Z / 1 HOWARD W.YOUNG,N.Y. • S.N0.4 3 ��q 5393 �IQQ DANIEL A.WEAVER,N.Y.s.L.S.No.50771 ND SUS CMF , SURVEY FOR JARED FOX LOT 38 "LEEWARD ACRES AT BAYVIEW" at Southold, Town of Southold l4 / N Suffolk County, New York I ` tis�° CMF CERTIFIED SURVEY \ ` CMF County Tax Map District 1000 section 79 Brook 07 Lot 19 a / FIELD SURVEY COMPLETED JUNE 13,2023 \\ / MAP PREPARED JUNE 14,2023 LEGEND Record of Revisions yonxlR as+oriales \ / / REVISION DATE CC =CONCRETE CURB \ / CLF =CHAIN LINK FENCE ` CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET \ �� CP =CONCRETE PAVEMENT ` g IPF =IRON PIPE FOUND ` S OL =ON PROPERTY LINE RO =ROOF OVER \ / WIF =WIRE FENCE WSF =WOOD STAKE FOUND \` i' Q� 40 0 20 4.0 80 120 WSS =WOOD STAKE SET \ \� O a � =UTILITY POLE ♦ CMF \ CMF _ ' s =END OF DIRECTION/DISTANCE \ cMF �_39,�1 Scale: 1et 40 JOB NO.2023-0103 DWG.2023_0103_Cs 1 OF 1 .......................... ............................. ...... 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IN iL _ O BE.Arw2BG ONUNOIBMiOn'E to PgwtlM YA_ww�n MBp,bmx✓Me•rp.n1 OEEPYuOwLLB EO.RDoxORE1E �Mmgmpwgbq�°M��,m°n� FL1-PlEE 11 IMP MCF9YBLE.WDDRV LDGTH)x �N.WDPUCEYEM.SIMBERB.WDbAT6�OBE sttWEDIxuI EISILY --- — ------- w'L PROYDOL m�rrymtltlx•',um oyyyi jry.pmyymLmlpe°mbml SIDFNCE Fdt O0.oEP C W RDIN% UN ERPos Na `--_� ----- --- �—___III EDYNE RFPREBENr9w1NDON BEYOlD Q--- III 0'P NO3 mgMmmxwv.�Y�UMaWes Unb.°tl� - BIETCP MiE °91 IMP eW®,I.O.c.P GXW"NfI MpIYUMIn w.+r�.. W`IM1nunliMome.'emm°mi wem II oEDwINDow"N P D Ss .EP E'reDw THPREu TPLrwaoD ELv R PoYn sr wr ,01 II, Pw�ia av,.z.,z.111D`E-E°o°X°ERE1."w Q wi DDBPE�R of m _NC wOXmMANDAI IMMS DEBPEEi,MMMM) xLUY.ME «wRnul.Yp.BNIY�,MM SHEET INDEX REEEaREDios,uD ""`DORB"""ESISETI�,`I'm�NwRN'`r"umMEcumNOLo""R°oso"REE,muw�EDmw " O�PxR xD],REww.r. T"D YWODOSHEST ° ,.RDEEnw+"YN—EET S—Eoro ERnu xlm sxc,EPL ".rrr'"`.wD"`:"cEE1�T"x:,�L°eE_;��:r��rlN.econo"NCEwIrHi]aLERmr:,.aISPERMIREDPOR ,x E"�woo'"EDs�s ^•°^°�n'°^^N•.�.., BULowcswnxouwise MRO°s`i. I+omB YLgoR uaswlE:REwwosPEmsooxorE%amBEPanaIwTNErErX"EEro �roRYBHurreRwmlzLONc+ouucE cvtov. 0 0 n L.UE PENETRATION JING PROTECTION DETAILS IE TILE O PW M YCII. OFEMPJYWLSP S—TWI I O BM I %.B DBDx�N B DDD%W n O RI T YEND ExER�RExD x I FANNYDw ��„D s ON IXHwNE— %W,R�d PNDYw�DID nRBED=,DE PxD.BE.R ND SASE NO.DESCR—ON DRTE p F �- I.. i --- --- —,i— -- I O IEVDiED V Poor 6�s�n ue Nµo e BBAATm T UB AIR SEAL ETAIL I I D § I Q tl RD 8 ` . DEYExr�D� I L----- ----- g PaY LLro,Dw,DR°o. R ^ b 1 I I I I I I —_— r 7=4_�_ _ -�T—_—_—__— I seoe�.mY DaNxuuou9 BEin OPOP ututsuuxr ixe BLaaoxcxisTwu I I I GS sr Ez muR R w•T,.xPRomEwuLs«u I rxiRoaR srs ,B-oc moTXEro G I e-..- —N—SBPuooP ' ° I I I I I Wx+� Y I I I I I LmLYBEL PAN AIR SEAL DETAIL ; I «N" I;III1•'.IIIII— a,,.—N x>., _—B_Y 1 IIII IIII -- -----"—"—"—"_—----- a Ptl.E..DMW ARD K^OE N IG ARCHITECT— -- ---------- EES S. 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SE SHEET INDEX OuxEawAu SEwwG O P� 0� ®DALkEr —————————————————————— --- ————— -------------------� NO.DESODPRON DATE I y�N�y I I o � I I � I 1 gi a I � I sEoeb]d] I 1�qM�y s i EDWARD KOENIG « ---- --� m ARCHITECT I �> I ^ i www.ED WARDKOENIG.COM FDWARD KOENIG-ARCHITECT PO BOX 1051 1WVETERANSMEMORIALH . OOM]MOK.NV 11]25 6]1905)0'fU(m061uD W°°sde:xxw.EDWAROKOENIGmm Emile EONOENIG19�9maY.mm Rymm DRY ADDITION AND RFN01 JAREDFO% 152E fEEWARO DRIVE TV SOI]1RgA.NV 119]t S D.C.F0 JARED.C.FO%®GMAIICOM DISTRICT 1000-SECTION]9-BLOLK)-LOT 18 ROOF PLAN ROOF PLAN A-10 ,w•• ELECTRICAL PLAN KEYNOTES axLnEcmN Q KEArDEKcroa oY�.wno+ao°�°.wa,.m�mmwp� NNID YULL ¢s� 19mE wDNartEMOAIX Ga.�N .�m,e,i w4mw Mm`LLaMt�.�.nmmaM s`wu P0.SK0RSAFErvla9ttTr 6 CO�iISD AW µ0 to mm.uem eW �+.aum wesm ®DETER E G•L59. ]sx0 p�°mpwi.m. v,u.a.,wmyf .�,AHw.vA . _ ,0 3. 3 r�cvmA.emNs+InWtu.+ ENINGBWLLL aw aN �•meq uluf.wwmwmFm.mveenb Eersaw B 1PROP EoF(_ rxN9ADATHr BOfl1 0.u�1. aEr�IWDWf°N n=Eu S:MS dl w8 u02�AUR BNDD`�DSFs iICAL flN M9sECT1aN. u0Y SHEET INDEX IE SECMINNI]OEIOMMRFNri SIR 31 O DT00.xMDwWtD NTM MINION— A1Km alGolw EACHC SECTpCf c p—M>DOi PaEVEM E1tcEPtIDHRaFAA0.°RCN°s _ — _ mwmE sup¢DETEc 4AVDM D JS91lBEf DFMt O�RCNYS EA 1�i_LL sMD1tEAUR.SE pEPIspTA�LLEO NOT STY / T,Nr='SAEMOFASUC�ALNlua DD BYM9SEDTKKI /1 TSIR AND RAILING ELEVATION ,p'"L„TLBOEE"u°os"EiNAr'�"ix:/ - ""°'""` puREox.,:F,:cKDer c a. 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COMMAOR.NY 11T25 ulc0.aN 6a1d.6T030ImA 6fevQ WeEmla.mwm.EDWMD%OENIGmm 4o Emat EO%OENId9®pmail.mm yt�G ]ns ay BGP,E%IwFwTtERP0.mFl JFRED FO% O xcE ITwPEEI fszs DEOX DDRrvE soumaln.Nr ffwf fiat-33S3N]z Dl—TFO%®OMAR.COM DISTRICT 1B60-SECTION]B-BLOCN]-LOT f9 ELECTRICAL PLANS G�Nx, H AND FI OOR M rCTRIrALPAN A-13 mb ELEVATION KEYNOTES a.ar,a- Ex45Twc:R O�%L Dw�EDwIMaLDM tM��� aiygegm.0 Nv-meymmtdE�mreD•N MWv�e1w�tib-1'V:M nano b �] EXa4Twc:12 WNI D�'aIvK4 mmWamdr,mawual��aebn �pu � Er MfiD PCNRQ I •wm•Yalw aaie�p-mat Mi O M 1vd uiaryrM^Ey- utlen EMSC® „Nse•Iry Ma-0naumaev]mIM m 0 e SHEET INDEX b El ® 0 Fj ® I Rulm H O T actin aaTDmEcnmu nw.aT`oanemcuv ss - Ewsm,D ® moa`XOR.w"`Dm - la,Ea:xs >e 0 z mxc°"i"m'onpwn aDDEBmce L y. ® O 2i.-urism� Ea._F Q xJxroocawTSNEaTN TMovD]zxly ao^i auims0+rocvn NO.DestRt ON Dare Owi�nmoW`EN" Ncmauw a^ou+Dsum •. m m 0 c Nrs�wD T © sEcnw+sirm �.Twa.sswNro=roac.D.. a 11FRONT ELEVATION sessN,� c•.Y EDWARD KOENIG D�J^ND12 ^�^ ARCHITECT ® ® www.EDWARDKOENI:.com F n DWARO KOENIG-ARGHITEGT Fo Box lost 1m VE NS MEMORwLiM]Y. coMSWOK NN lnzs 6JiA16]G10ImA6btl) e.fe WeD9a ar�.EMVaPOKOFNIGmm ® ® Emat EDKODYIGEe@Jrvilmm na.k A4RED FO% 15JJ DDRIVE BOD]HOLHOCD. 11Bt1 2 DISTRICT SM.-N DIBTRICT 1m0-SECTION TB-BLOLK]-LOT to m ELEVATIONS nLGGHO it 9 A-14 maNmo.ao•o -rr.-a+mawPP�M ELEVATION KEYNOTES pAa.O w°YF"w,v"s�E°ELukW tW e�PE.K �a-mXmmi.Xbm�..Ea„bs.mbuam 2,.ts pOi ,4T,I OMEXEO WRX nWap,+unuun.imnEam*aa�a+K��e LEWEPS DNTIEPs.AMD0wt4tWTSAi mvmzl'�dwab��Pm-mmrnbma� EM;X FwvEwEMUVA f,TF�ukt E.unre.n h ®ro ,va , I roPeo- � W, 1smE EDCEOF EMEWOP O P<N E SHEET INDEX ® °0a e TM-- Esr�xr,rs Pivm'm y aA= >>�i�Rzxv Poor F1 El El m 0 z,EA i,m+ci ov°i z x to xwrrvAe:n�o nEevws"a zm T58E^`�EH R"riDiS NO.DEscRlFnox DATE O °oAvwum ` 9oX _ S O c i. Xrs.XP n OFF--, Oi"oPw M1Tvnu°vwmTw..roP�.a. vnIEPe T�ifEa�imuTMeEi rvr/.SS SmP VATI sEo°imx �QN 1 aeoP4„� pOg P,E IC^'it%t 2 n.ts EDWARD KOENIG ARCHITECT www.ED WARDKOENIG.COM ° EDWARD KOENIG-ARCHITECT Ro BOx IW ® ® 1A ess VETEMNS MEMORIALHWY. CK.COMNA NY 1-5 wtsae->�IcenBwn) We°sPa FOWARDKOENIGmm F'k EDKOENIG49�pmad.m 1. JARED FO% 15251EEWARD DRIVE SOMIOLD2 ttWt u.m EAMD,.FO DISTRICT DISTRICT t0oo-SECTION>9-BLOCK>-LOT 18 e. ELEVATIONS .•t m�k A-15 SECTION KEYNOTES _ e.wor+gt.an e(— 'la M•wTtlme.u�x.e�wgxq Pmw�vm�eo+�gf� O S axa¢Im xOwsl m'PmeTm�•�w'°m°""pge.aequ w.ur wgxgm.uwgxqw0 W ger�gev,�oitwlu- ].0 O WDOE.cONPPmosLY wwe�aP+apwPm.vmn�onnEw Ime+y . O 1—�s..01:o.`WICMPE°o110N°L'° SHEETINDEX �E w a ese 1m1cNaErlu tvLOPEPTGL ORoaROxfu Pux PoRro Mut tv a 10W1R E0 WOB<mtlb FWWOEE o TINA COVETED 'mLO „ 'm O GWMWVEL FlTb1 Ra°POPSW N i TTOVIaPos R%PA0E o00R4. 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TwPoNO MOB tPf'.-.—y^` `m.° MINGI OVEF!%e' a O PY µOEM R�ERBR" „+ �m Q"o ero�- EDWARD KOENIG e WF ARCHITECT +Oe °o mw'u o PaoPRasm ^ Tm 0 ias RwPiH�Pwf�% PR IT www.EDWARDKOENIG.COM O— a am Eas N. °mP°Ea FDWARD KOENIG-ARCHITECT PO BOX 1051 > T O %NDSCx�O`EWEOiLM°ORiEslE.1>�iu° 150VETEMNBMEMORIRL HWY. 9T9®ir P�.(muvLE O Oii12x1 COMMACK,w 11m Msv wlas->ow lmn a+eMl PAII W tsec wwx.EDWMDKCENIGmm SECTION ©SEC'�IQf�I `BPFTPGlA 5MA1N�P�i°xs BEfWFEN EmaL EOKOEWG+9®pmaLmm ®Rl+yrxct?WLOEW ELuvO Py-Te. ®W+�'rxtrLYLaBw 6LVsp ONF STORY ADDITION AND RFNO\ ORIt1rz]-wWLeiwM liLusxO JaPEO FO% 1535 LEEWAPD DRIVE SOUTHOLO,NY 11071 O 3®Pts G4 TOW°Llt£N E D.C.F .URED.GFO OMAIL.COM DISTRICT 10m-SECTION M-BLOCK]-LOT 18 D. RECTIONG A-16 DOOR SCHEDULE WINDOW SCHEDULE a°'"''Y^.a..Da.o-n...Pm...Pm�•SPT FINISH SCHEDULE %m���,,,�•+r d VT. HFACER vm IXorynRe°bn�iM1�iBB�6ltiumr�y Fn I9Tw0 CELLAR PADd 80.CddiAxO tw Ate .nw�COn°flCe.. mCT�EO« pm.NManMwnn�bmwuambnewmam vROPOCEp UOUTYPt SL�OADW vuxTEp ROD0. sATw COLOR TO BE 9EIECIFDMI- .•%Tal LCE t ®« Rxm L EER •e�availpn��•mma ����s� UDYttR gF�xr vuxTEp ROdt Tw.WLOR TO DEE0.Ee1E0 auxrtoEExlM,m Y0d1EFUT 1 Tm-�'RI utaER OwfE ®]3 ,E HUrN YC RI LU.1 R MWbannP perumNm� m FN­RniHp ZYOVERTMNEEiL RN. MOP lO9E ELECTED rwOCOA9 PUN7EOE XINUN T n Id-xzff Rl IA,EEP -NINE ®72 LE HUNG Nr RI L R21 aN•Mbp Mae maNrmaa myrvnanaeonY[e.n UMOE AIniEDFLooR >r n4 r%nxirm Ir « ®«,R•« 9x-m LL«SER ' SHEETINDEX E PE 9FD UUDR Dwa�L�TZ =w vu nTE°o ee`xlE—N ® sz cea storm LuueER RMAmu ®3B 1 LEn wm L R u00 E.RATwwtE SED LNwO NR°BLELx�wx=OFdm ®Tp• w z• 1 Rl eER E ®]x IE mixO -R1 LIN R RRBlS°E.--. NL oMmRwcwnE D °YcANHErs. u ND zxa-xzPm ®a sffm R EO giCnEN MORTO.— —'—'V1NN yppRE.MiwwiE EEx H x° ffxerrsm OWiE ®» LE+wxC WRI L M2«t0 _ ,r zxrarm ER os ®sz yr«Ta m �xuxc zxs>o wm _N pl— mawxeleo­EATNCRosrE DreNER sw aeARo.Pw zr S1fb�m +o ®«vff« s-«s arm R rvW BArHn 4EOV¢R�usE�+o00v[Pv fo _ s,KINERSI.BE ® y- zxT105•m + ®« IEwmD -a, O%RE 1v:R 9ATHn RuMTOW A0.D4�OCOneRETEO EO. l tiwm—CO�ru.NNFN.�"'uON ® r z�,cxis•m seR OnRE ®x IE Hu+w tx•m L —TDB T NO.DESIM—ON w00 DATE ownro ESELECTEO mA1s.PUNTED eozZwd azrm Yffm L WFMOLK9MnpVERv MDACCHCRETE 9AC ® vARr 101 LVYER ONITE ®b EG4EYEnT -gZER'RI LMA , snxa EArN« zwoR nocv°O0.ERU ez R94 nv N1w ® U, N eER DxrtE a E z AV° i B p TE m 1. ® %r NO Dorm NIT .RR NRFR%i Ra 21 NFxc —Ol ER ewrE rwsWSSNarorwa EORc.o.. Ozx 11 ER DSZ.,mA ® .v Nc z%S-eos•m ER "'•� Da aEgyD� E TE E i NCA 0. m.e...vim Lw YAsomre ;.:j-- Y x zToxzzm R ® NPART r%r%M'11 BEN OMITE ®« .—T xaxm-m ER EDWARD KOENIG Ix M ® "' "'•RI °""T ARCHITECT Rra ffxt�l LNY9ER °LdPA. ,as %,, Fl -__N zxs xtrm sER —U L.NUYwA>TxrwY xc x•m eER owTe I IrxsTurs I www.EDWARDKOENIG.COM I sEE DoaLsaEwLErw SIZE I rR .a®e•oc%r° CEFDCEuid tz F_DWARO KOENIC,-ARCHITECT o.cwREZn O0.T 0 Psxica w:.°vwoROOFFS ewr m±c Ro eox lost Obu�OTERNrEswrtLeE1LCE➢1EDFORRVwOODROOF 1m VETERANS NFIIIXWLHWV. RReO1dVER7xff ROOF­®tffOC. LOMMACK,NV 11>x5 v1N°�,tRx.'aiL F°OA"wsro'+ED.mxEisitmuF.I im Tr TIES®+roe. 6R1916TmO(b NNF) IS%r RFNt WrL.Ea+xwIDWAROKOH:IGmm I %90TroYRATEOlIXS%P.T.YUD94L Emil mKOENIGA9®9mRSmm I Ace _nO.c.AwsPAcmmm"r°'srotrOF xwTsoroa FaZYIrw9ARRELvunr nb daRAa�S seuuHAr.A wNREwNn YRL EUSEDL¢zZrarr II II s �Y° s R LucT�ROLocE PAar II II —OOLUwZERC -RE-RsraucTw«LPosr wlTHsiinwRrlxzzar zo'aRc'Exvs - - - u -- BRED Fox •i� II II t5xS1EEWARODRNE II II srwo RSEuusEYENr sO mo.NV ttwl CONCRETEFORCH OPENoo COxmoLOEwCE T E3 D.C.FO MAILCA RI S I II II b JARED.C.FOx�GM I I WIECnON RUR2.2OF20IDRCxv9 DISTRICT tDOo-SECTKIN>9-9LOCKr-LOT 19 rxwwALL SEE A"M a I wMA1NINOETu15`011� AowYArE—E rN. n i ft E ATOorr F°O11NO.SEE OAEAiE0.1NFN YIABOVE E%fEW00. SURFACEREOU R°RE VnTMNobN VF1nINO FMENEDF Ox N ,HgE N,�„�DN° N �m� �Mx° SCHEDULES d D.n DET s ----------— — —....a.... m»4DxD.MxwNL 4DARDRE4DREOFeA __ ________________ �.Nro SHEAR WALL FRAMING DETAIL �RCH SECTION-EXISTING SLAB WINDOW GUARD TYPICAL ELEVATION A-17 n• Q Txa•in L1DC£ Generated by REScheck--Web Software L Compliance Certificate Project FOX GARAGE CONVERSION Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 218 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1525 LEEWARD DRIVE JARED FOX EDWARD KOENIG-R.A. SOUTHOLD, NY 11971 1525 LEEWARD DRIVE EDWARD KOENIG-ARCHITECT SOUTHOLD, NY 11971 PO BOX 1051 631-335-0972 150 VETERANS MEMORIAL HWY JARED.C.FOX@GMAIL.COM COMMACK, NY 11725 631-948-7030 (cell&text) Email: EDKOENIG49@gmail.com Compliance': Passes using UIA trade-off Compliance: 2.9%Better Than Code Maximum UA: 105 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling 1: Flat Ceiling or Scissor Truss 94 92.2 30.0 0.013 0.026 1 2 Ceiling 1: Cathedral Ceiling 334 343.0 30.0 0.003 0.026 1 9- GARAGE CONVERSION WALLS (3):Wood Frame, 16" D.C. 149 15.0 0.0 0.077 0.060 5 4 Orientation: Back Door 5: Glass SHGC: 0.23 79 0.320 0.320 25 25 Orientation: Back NEW INTERIOR WALL BETWEEN GARAGE AND MUDROOM.:Wood Frame, 16" o.c. 118 21.0 0.0 0.057 0.060 6 6 Orientation: Front Door 1: Solid 18 0.300 0.320 5 6 Orientation: Front GARAGE CONVERSION WALLS:Wood Frame, 16" D.C. 51 15.0 0.0 0.077 0.060 4 3 Orientation: Right side GARAGE CONVERSION WALLS (2):Wood Frame, 16" D.C. 366 15.0 0.0 0.077 0.060 26 20 Orientation: Left side Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 13:Wood Frame:Double Pane with Low-E SHGC: 0.28 16 0.300 0.320 5 5 Orientation: Left side Window 14:Wood Frame:Double Pane with Low-E SHGC: 0.28 16 0.300 0.320 5 5 Orientation: Left side Floor 1: All-Wood Joist/Truss:Over Unconditioned 435 21.0 0.0 0.044 0.047 19 20 Space Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signa �Kt U A)C C Date ER/C Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. sectlen �ytly✓ /GYM}Y ..G.��nr of 9 RT6drAA 77R11"l #Ml EI1GIA�{ MFlflfwl�/} df/�Y.'i I�'vZ / h P !*jSCtl � l19� 1t1B11� �,� a f �` `r !ti s� p �»0�71 � �� 1� 'fl yu Iu ,�#� FI `' �� airy a` F a 103.1, onstruction drawings and v� � " , ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR11 ;energy code compliance for the !Location on plans/spec: } :building envelope.Thermal x �� r, ❑Not Observable SEE SPECIFICATIONS ON :envelope represented one ❑Not Applicable lSHEETA-2. ;construction documents. w' 103.1, ;Construction drawings and cy` _ ❑Complies !Requirement will be met. 103.2, !documentation demonstrate r. � a � x� ❑Does Not 403.7 !energy code compliance for ���'�',. " :Location on plans/spec: [PR3]1 ;lighting and mechanical systems. ;," " b��;, y ❑Not Observable :SEE SPECIFICATIONS ON !Systems serving multiple ❑Not Applicable SHEET A-2. ;dwelling units must demonstrate ,r� compliance with the IECC Commercial Provisions. s 3t2 I Heating and cooling equipment is, Heating: Heating !❑Complies !Requirement will be met. ,4 sized per ACCA Manual S based ! Btu/hr Btu/hr ;❑Does Not [pRx' a on loads calculated per ACCA ;Location on plans/spec: le. Cooling: Cooling: ;❑Not Observable � , ; Manual J or other methods !SEE SPECIFICATIONS ON Btu/hr ; Btu/hr ❑Not Applicable f $approved by the code official. !SHEET A-2. Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3_; Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 3 of10 • '. on, ' -r` an�f k:3 s9 vAw3y'aY ,d g �" '� "�a ffi ' z,. �' � +rir`fncatinhtntaefil �� �G�rr►p1Ee2 ire r CPrnmer� 11Wijt _� a i Ip F'l� ��F °a x t s-n dy 5ofi'e�'. �� '' P' '_ iz w,q'" �" r a 3 1 A protective covering is installed to ❑Complies Exception: Requirement is not applicable. C)~01T]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. :❑Not Observable ( ❑Not Applicable 4s�a a 'Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. fQ121,1�z , installed. ;❑Does Not ❑Not Observable! q5 "U 1❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 4 of10 aria Y d Meld ( �� f tlrf1)1 (� ictia� � e I( 1iCttS/ASfSUf tl#p11 402.1.1, :DoorU-factor. ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRI]1 ; ❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ; i 402.5 ; ;❑Not Observable ; [FR2]1 T]Not Applicable I I , 1 1 i 3 I i i I i 303.1.3 ;U-factors of fenestration products ' %' ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or s��' �'� � ''" :Location on plans/spec: taken from the default table. ��� ,, y� ❑Nat Observable ,SEE SPECIFICATIONS ON a�`- ' ❑Not Applicable pP ,SHEETA-2. 402.4.1.1 ;Air barrier and thermal barrier sr" ❑Complies ;Requirement will be met, [FR23]1 installed per manufacturer's ❑Does Not instructions. ' :Location on plans/spec: .m ❑Not Observable :SEE SPECIFICATIONS ON �•; � tix ❑Not Applicable ;SHEET A-2. 402.4.3 Fenestration that is not site built r ' f' ❑Complies :Requirement will be met. [FR20]1 - !is listed and labeled as meeting 9 ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable i i400 that do not exceed code ❑Not Applicable ;limits. ., I 032,4,5 M IC-rated recessed lighting fixtures y< ❑Complies ;Requirement will be met. sealed at housing/interior finish �� % � � ❑Does Not sand labeled to indicate <2.0 cfm "� �' ,�� ��� ; p p Location on plans/spec: ec: 'leakage at 75 Pa. ❑Not Observable ,SEE SPECIFICATIONS ON ? � ❑Not Applicable ,SHEET A-2. 403.3.1 ;Supply and return ducts in attics rim�1�� "' �� � ❑Coin�� „ �y plies !Requirement will be met. [FR12]1 :insulated >= R-8 where duct is % % y , ❑Does Not >= 3 inches in diameter and > � �y' y: ' . � y; Observable ;Location on plans/spec: [-]Not q! is ;R-6 where< 3 inches.Supply and � � ��y , A-2.SEE SPECIFICATIONS ON ' ;SHEET .return ducts in other portions of �� � ❑Not Applicable ,the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. y ,; 403.3.2 ;,Ducts, air handlers and filter ; ❑Complies ,Requirement will be met. [FR13]1 :boxes are sealed with y ° `< ❑Does Not ;joints/seams compliant with ;Location on plans/spec: ;International Mechanical Code or ❑Not Observable SEE SPECIFICATIONS ON :International Residential Code, as ' ❑Not Applicable ;SHEET A-2. r 9 . aPPlicable. � ������,��.%�r�., #33M a Building cavities are not used as ; y. ❑Complies ;Requirement will be met. ( } ducts or plenums. �< ❑Does Not ,Location on plans/spec: 3 � ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. HVAC piping conveying fluids ; R- R '❑Complies :Requirement will be met. �"'above 105°F or chilled fluids ❑Does Not :below 55 4F are insulated to>_R- ;❑Not Observable :Location on plans/spec: E 3. SEE SPECIFICATIONS ON u< ❑Not Applicable SHEET A-2. 403 4.1 ',Protection of insulation on HVAC o ❑Complies ;Requirement will be met. [FR24]1 :piping. y~; �k H - ❑Does.Not F ;Location on plans/spec: ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. .9. 1 High Impact(Tier 1) ' Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 5 of10 .*a � kl on' y s y n ✓�H III + ,ri�led idled as fr � r � " a ,�a ' Ft'dlrilntj/�ia�ugll l��[rUs ctiot� C # `t! Canyimenirs/ sum Icins �I;/ Valu+a, n .,n1, �° vim. ` l .>. nnI;,� .!�'�_ �, •ICE'. ,,,,'.. ,.xx�, � "-e mom' .. .fi`�. "„ .eh,�r„ z ..,:,;. ,. •: 40 3 ;Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. j y >_R-3. UDoes Not :Location on plans/spec: '❑Not Observable :SEE SPECIFICATIONS ON ❑Not Applicable I SHEET A-2. 4- `3'6 Automatic or gravity dampers are n ❑Complies ;Requirement will be met. , ] installed on all outdoor air �`''❑Does Not intakes and exhausts. Location on plans/spec: 9 K/ ❑Not Observable R ,SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. r , Additional Comments/Assumptions: 1 High Impact(Tier 1) k2-'Medium Impact(Tier 2) a Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 6 of10 a x� 4� a x .� {� latlp �l € z'n✓ ' + � 6:� ilue e, .� � � n� ,�. ,x,, ' � a All installed insulation is labeled ❑Complies ; l or the installed R-values ❑Does Not � provided. ❑Not Observable , y y; ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel '❑ Steel ❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per 6 '1 s� ❑Complies ,Requirement will be met. 402.2.8 !manufacturer's instructions and , , �y ❑Does Not [IN2]1 in substantial contact with the :Location on plans/spec:� , ,y �i ❑Not Observable ; ;underside of the subfloor, or floor ° „ SEE SPECIFICATIONS ON framing cavity insulation is in ❑Not Applicable ;SHEET A-2. contact with the top side of � ;sheathing,or continuous I insulation is installed on the underside of floor framing and :extends from the bottom to they ; !top of all perimeter floor framing :members.------------ 402.1.1, :Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood i❑Does Not a table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ' iy� ❑Complies ;Requirement will be met. [IN4]1 tmanufacturer's instructions. ❑Does Not x ;Location on plans/spec: r -]Not Observable SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 7 of10 • `.Q �qlt ✓, ,k� `M: z a ' .fayaa'i , �Y fir, �� m_,? �' d .at "� c�q,.5�'. ^`,� a-,4 e paiCfnctor�Pt O�tilidr�ci P� NX�S�deifld Fluidek i '� �> k1# ��Et15 ��1CCIMblll�Sf r H 30 , 402.1.1, ;Ceiling insulation R-value. ; R- R- ❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ❑ Wood !❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable ; , 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every ;Location on plans/spec: ;300 ft2. „ ❑Not Observable ;SEE SPECIFICATIONS ON ❑N'ot Applicable ;SHEET A-2. 3 ;Vented attics with air permeable r ;❑Complies ;Requirement will be met. insulation include baffle adjacent ❑Does Not 8 to soffit and eave vents that Location on plans/spec: ❑ extends over insulation. € E } f r Not Observable ;SEE SPECIFICATIONS ON nx * ❑Not Applicable ;SHEET A-2. 402.2.4 ;Attic access hatch and door R- R- ❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the ❑Does Not adjacent assembly. :Location on plans/spec: ❑Not Observable :SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. 402.4.1.2 ;Blower doortest @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies ;Location on plans/spec: [FI17]1 ;ach in Climate Zones 1-2, and '❑Does Not ;NO APPLICABLE FOR <=3 ach in Climate Zones 3-8. ;RENOVATIONS AND ❑Not Observable ADDITIONS.SEE ❑Not Applicable ;SPECIFICATIONS ON SHEET A-2. 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with : ft2 ft2 ❑Does Not !either: Rough-in test:Total ❑Not Observable ;Location on plans/spec: ;leakage measured with a ; ;SEE SPECIFICATIONS ON 1pressure differential of 0.1 inch ;❑Not Applicable ;SHEET A-2. Iw.g.across the system including ;the manufacturer's air handler ;enclosure if installed at time of ; ;test. Postconstruction test:Total ;leakage measured with a !pressure differential of 0.1 inch ; w.g.across the entire system ;including the manufacturer's air ; 'I handier enclosure. ; 403.3.4 ,Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air :Location on plans/spec: ;handler @ 25 Pa. For rough-in '❑Not Observable :SEE SPECIFICATIONS ON !tests,verification may need to ❑Not Applicable ;SHEET A-2. ;occur during Framing Inspection. 403.3.2.1 {Air handler leakage designated ❑Complies ;Requirement will be met. [F124]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ;Location on plans/spec: I i « ;SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. j 1 !Programmable thermostats ❑Complies ;Requirement will be met. � ] Iinstalled for control of primary ' � ❑Does Not h heating and cooling systems and rs Location on plans/spec: • ❑Not Observable �� initially set by manufacturer to SEE SPECIFICATIONS ON '!;code specifications. r'„ y ry ❑Not Applicable ;SHEET A-2. Heat pump thermostat installed ❑Complies ;Requirement will be met. ion heat pumps. �� �� t�r ❑ �� � ,��� � � �� r Does Not ; Location on plans/spec: 'g �,%Cys+WM„yi � > }'.� ��''� ❑Not Observable , ��f� �s, ,SEE SPECIFICATIONS ON MQW; Al may, , ❑Not Applicable SHEET A-2. 1 IHigh Impact(Tier 1) Medium Impact(Tier 2) '3' Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 8 of10 5,ectf�n, g x �4 b plans derli'fed i=feftl Verified peg. �inaiJwlpetlori Provisfan Yalue �Gampfies? Mwnments/�ssmptlons : �° Value aka x e 3s n ' 4b3"$� Circulating service hot water []Complies .Requirement will be met. [ � z systems have automatic or ❑Does Not i accessible manual controls. :Location on plans/spec: ❑Not Observable :SEE SPECIFICATIONS ON M � x ❑Not Applicable ;SHEET A-2. a , 4;d 61&L,I All mechanical ventilation system ❑Complies :Requirement will be met. (Ft2S�z fans not part of tested and listed ❑Does Not J o HVAC equipment meet efficacy . ;Location on plans/spec: and airflow limits per Table ❑Not Observable ;SEE SPECIFICATIONS ON R403.6.1. ❑Not Applicable ;SHEET A-2. Hot water boilers supplying heat f ❑Complies :Requirement will be met. I6�z� through one-or two-pipe heating ❑Does Not 3 systems have outdoor setback X 4 c a / y Location on plans/spec: control to lower boiler water ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable ' temperature based on outdoor ,��� � ��ewSHEET A-2. " temperature. Heated water circulation systems WK, ❑Complies ;Requirement will be met. 18x 2have a circulation pump.The �� �� �� ❑Does Not • system return pipe is a dedicated'` y p p %% s� ❑Not Observable :Location on plans/spec: return pipe or a cold water supply x �%y SEE SPECIFICATIONS ON a % pipe. Gravity and thermos- syphon ti ❑Not Applicable ;SHEET A-2. circulation systems are 1 a not present. Controls for circulating hot water system N,, pumps start the pump with signal ? for hot water demand within the ; F -' occupancy. Controls automatically turn off the pump when water is in circulation loop f s1" 8 �y is at set-point temperature and no demand for hot water exists. 403 � Electric heat trace systems ❑Complies ;Exception: Requirement is )Fl?S] comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically 94 ;adjust the energy input to the ��� �� ❑Not Observable heat tracing to maintain the ' ❑Not Applicable ; desired water temperature in they 4D3 S 23°Demand recirculation water s ❑Complies ;Requirement will be met. [Ft30]Z systems have controls that ' "jy ❑ �, � ?� Does Not manage operation of the um �� �r :Location on plans/spec: g p pump ❑Not Observable ' x and limit the temperature of the �� ;SEE SPECIFICATIONS ON . ' —]Not Applicable (SHEET A-2. . 1water entering the cold water , e piping to<= 1044F. 40 54 s"Drain water heat recovery units , f, ❑Complies ;Requirement will be met. (F13l; tested in accordance with CSA pF ❑Does Not B55.1. Potable water-side :Location on plans/spec: pressure loss of drain water heat � �� � ❑Not Observable SEE SPECIFICATIONS ON E s recovery units< 3 psi for y�y � G ❑Not Applicable ;SHEET A-2. 11� individual units connected to one z,; °or two showers. Potable water- y, , gym side pressure loss of drain water � �� '� i .� 20, heat recoveryunits< 2 psi for a p+z a p I nt k f� individual units connected to ��� b three or more showers. .., ' 404.1 190%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 "fixtures have high efficacy lamps. ❑Does Not ��-[]Not Observable :Location on plans/spec: ,SEE SPECIFICATIONS ON PP � Syr❑NotA licable SHEETA-2. ' 40�4.X 1 Fuel gas lighting systems have ' y ❑Complies ;Exception: Requirement is no continuous pilot light. a ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) r3. Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 9 of10 • zJ w7��i��� �'� � %� �?3� � '��F � '��' � T�g�.�r r �� s !��? +,` 8a'°�i Syr.: >, W 1 oiod Insp� 0n£� I ans f i#i ce Meld ver Ir ed� �� w F. 403 , Compliance certificate posted. '� , ❑Complies Requirement will be met.' ❑Does Not � � N «❑Not Observable ❑Not Applicable Y 30 Manufacturer manuals for ¢' �' k ❑Complies ;Requirement will be met. mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) :r Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 373.00 Ductwork (unconditioned spaces): rGlass & D. . . . 1 Window 0.30 0.28 Door 0.32 0.23 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/3 012 0 2 3 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell&text) 7. SOUTHOLD.NY 11971 DESIGN VALUES ` �'(�RED a'S'C,y 631-335-0972 DESIGN WIND SPEED �� �p E RIC /�� 130 vult ROOF PITCH `V �Q 1 �� � 6:12 TOP PLATE TO RIDGE HEIGHT 3.20 1ST FLOOR WALL HEIGHT ri S+"�.. _ L C 9.00 W DESIGN PARAMETERS SHEAR WALL LINE LABEL q SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 9T 27846 .{0��� 24.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES \ 'V A•— 14.00 SEGMENTED WALL DESIGN CALCULATIONS ti TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 2.90 WALL(SWr) TABLE 3.17A FOOTNOTE 04-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1.16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 1.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 0.00 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 24.00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUSWINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 100.00% HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.00 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 1.16 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1/2"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/30/2023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell&text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 3.20 1ST FLOOR WALL HEIGHT 9.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL B SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 14.00 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 2.90 WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1.16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 1.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 WINDOW OPENING 2.67 WINDOW OPENING 2.67 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 5.34 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 18.66 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 18.66 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 77.75 HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.09 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfaclor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 1.26 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 18.66 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 12"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/30/2023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell&text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 3.20 1ST FLOOR WALL HEIGHT 9.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 1 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 14.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 24.00 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 5.10 WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 2.04 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 2.04 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 14.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 8.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 8.00 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 6.00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 6.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 42.86% HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.54 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWoonvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 3.14 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 6.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1/2"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES APP 0 ED AS NOTE B.P.FOE FEE BY: g� NOTIFY BUILDING DEPARTM T C PLUMBINdVA E�'.` 6311-785.1802 BAM TO 4PM FOR THE &WATER LINES NEEW'. FOLLOWING INSPECTIONS: TF�NG 13b"ORE COVERIN9 1. FOUNDATION-TWO REQUIP..ED FOR POURED CONCRETE 2 ROUGH-FRAMING& PLUI ,'BI G 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1 A TIO1 YORK STATE. NOT RESPONSIBLE FOR PI.UMB!�,C f T1F� DESIGN OR CONSTRUCTON ERRORS ON LEAD-rCONaTENT�EFO� 0ERtACAT'E OF ogpl UPA' SOLDER-USED IN;WATEF on I y SYST.EM'CANNc: COMPLY W"ALL CODES OF EXCEED 2/10 OF 1 0/ ► r NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHUTO ZBA Must provide Manuals SOUTHOLD WN PLANNING BOARD D, J and S as per SOUTHO TOWN TRUSTEES NYS Energy Code N.Y.S. C SO OLD HPC HD Blower door and ductwork testing required. ).CCUPANCY OR JSE IS UNLAWFUL WITHOUT CERTIFICA- OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED i Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an O/ I "architectural work"under section 102 of the copyright act, 17 Vl U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and 1525 LEEWARD DRIVE, SOUTHOLD, NY, 11971 , 631 -335-0972, DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 they ssshownontt be the d for lockwithotthe rithnconsentand address shown on the title block without the written consent and compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home g„ .,,,., re res n ed,can legally result in the cessation of construction or ^i BUILDING DEPARTMENT NOTES. buildings bein seized and/or monetary compensation to Edward WIFCM 2018 NAILING SCHEDULE ;� $ ��.�� g ry p k . .,a 1 Koenig. 2020 RESIDENTIAL CODE OF NEW YORK STATE JOINT DESCRIPTION UMBER OF UMBER OF NAIL SPACING " 66$ : Hp SHEET INDEX OMMON NAILS BOX NAILS ��� f �•� - h-..t 2020 BUILDING CODE OF NEW PORK STATE NO. TITLE •,,IJ� V A-1 CODE SHEET 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) A-2 SPECIFICATIONS ;' �r I .'"C° „, i 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW PORK STATE ROOF FRAMING r ( �: t AFTER TO TO PLATE TOE NAILED ER RAFTER ` "' k „ t ��� ? 1,� .4 .- ,,, NFPA 70-17 NATIONAL ELECTRICAL CODE A-3 LEGENDS & PLUMBING RISER DIAGRAMS FILING JOIST TO TOP PLATE TOE NAILED ER JOIST �'` a * ''." r� � .. 2020 FIRE CODE OF NEW YORK STATE A-4 THERMAL PLANS FILING JOIST TO PARALLEL RAFTER FACE NAILED ACH LAP X -° J a r 1 ! . ;.„< _.;. A-5 DEMOLITION PLANS FILING JOIST LAPS OVER PARTITIONS FACE NAILED ACH LAP '` } r DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 OLLAR TIE TO RAFTER TOE PJAILED ER TIE N tilt rr !"' a A-6 DEMOLITION PLANS Q i!a itrsl! :r * ) ! i ■r A-7 FOUNDATION PLAN LOCKING TO RAFTER TOE NAILED -8D -10D EACH END \ � �; ? + h, r° �,. - t ���. A-8 FIRST FLOOR CONSTRUCTION PLAN X �' �; r „, ,„ - - v ZONED RESIDENTIAL 40_SINGLE FAMILY RESIDENCE RIM BOARD TO RAFTER END NAILED -16D 16D EACH END Q A A-9 SECOND FLOOR CONSTRUCTION PLAN (r a . R 3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION A-10 ROOF PLAN �i� �� ' � TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION A-11 ELECTRICAL PLANS •����� A-12 ELECTRICAL PLANS ALL FRAMING X� ,- m A :. �, 309 SF GARAGE CONVERSION TO LIVING SPACE 1 A-13 ELECTRICAL PLANS ■ru rrn 1 erg " E NAILED -16D -16D ER FOOT ;: i - h 334 SF ONE STORY GARAGE ADDITION OP PLATE TO TOP PLATE (FA, \ '�' 3 "�"> a� *` z,' A-14 ELEVATIONS " '„ -• Fr` 1075 SF FINISHED CELLAR WITH BATHROOM AND EGRESS WELL OP PLATES AT INTERSECTIONS FACE NAILED -16D -16D DINTS-EACH SIDE \ C j )�_ K :. .,.d .; ,' '' A-15 ELEVATIONS STUD TO STUD FACE NAILED -16D -16D 4"O.C. EXISTING R/O X \ �' rt- EADER TO HEADER FACE NAILED 6D 6D 6"O.C.ALONG EDGES I "`� � a_r I A-16 SECTIONS OP OR BOTTOM PLATE TO STUD END NAILED ER STUD bib y "ram A-17 SCHEDULES BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 6- ao .x,. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -16D -16D ER FOOT 56 �. NDJOIST EXISTING �� ;; �. y GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM R BLOCKING FACE NAILED I CHICKEN COOP ;1,T A '. SNOW DESIGN I �., ✓' e X LOAD SPEED TOPOGRAPHIC SPECIAL WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE W. r 9 EFFECTS WIND DEBRISAREA DEPTH X X X X j^.t REGION FLOOR FRAMING GIST TO SILL TOP PLATE OR GIRDER TOE NAILED -8D -10D ER JOIST --• . -- "-'- -" •rt•-. -� -- ...-� _ N.�. _ ..�._..-,_.____.. . . .... , ..__._._,.,..:. .." ..w; 20 130 vult NONE NONE NON WIND B SEVERE 3'-0"TO MOD,TO RIDGING TO JOIST TOE NAILED -8D -10D ACH END X X BORNE BOTTOM OF HEAVY LOCKING TO JOIST TOE NAILED -8D -10D ACH END EXISTING FRAME 8 20 EXPOSURE B DEBRIS AREA FOOTING LOCKING TO SILL OR TOP PLATE TOE NAILED -16D -16D ACH BLOCK I SHED AREA CALCULATIONS Location EDGER STRIP TO BEAM FACE= NAILED -16D -16D ACH JOIST o a 18.0 NO. DESCRIPTION DATE GIST ON LEDGER TO BEAM TOE NAILED -8D -10D ER JOIST X N X 1525 Leeward Dr,Southold,New York,11971 WINTER DESIGN TEMP. ICE BARRIER REQUIRED FLOOD HAZARDS AIR FREEZE INDEX MEAN ANNUAL TEMP. AND JOIST TO JOIST END NAILED -16D -16D ER JOIST I PROPERTY AREA: 40166.00 SF 1 ISSUED FOR DESIGN COMMENT. 6-17-23 AND JOIST TO SILL OR TOP PLATE TOE NAILED -16D -16D ER FOOT FLOOR AREA RATIO CALCULATIONS: 2 ISSUED FOR DESIGN COMMENT. 7-5-23 17 ft with respect to North American EXISTING FIRST FLOOR 1612.33 SF Elevation SEE BELOW WITHIN 2'-0"OF EAVES FEMA ZONE X 599 51 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 o EXISTING VINYL EXISTING SECOND FLOOR 1195.06 SF Vertical Datum of 1988(NAVD 88) FIRM MAP ROOF SHEATHING I SHED ( PROPOSED FIRST FLOOR ADDITION 334.37 SF . - . _-_._-.-_...-._-_-- -"--` ` 36103CO167H 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 TRUCTURAL PANELS D 0D SEE TABLE 3.10 X SHEDS 126.06 SF Lat: 41.040763 DIAGONAL BOARD SHEATHING CHICKEN COUP 125.25 SF --- - - - --- - - - MANUAL J DESIGN CRITERIA 1"X 6"X 1"X 8" -8D -10D ER SUPPORT ( ( I EXISTING R/O PORCH#1 93.48 SF Long: -72.406211 ELEVATION LATTITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING 1"X 10"OR WIDER -8D -10DSUPPORT TOTAL AREA: 3486.55 SF - -- - - HEATING COOLING CORRECTION DESIGN TEMP. TEMPERATURE TEMPERATURE X FLOOR AREA RATIO: 8.68% % Standard: ASCE/SEI 7-22 FACTOR COOLING DIFFERENCE LOT COVERAGE CALCULATIONS Risk 108 FT. 41°N 15°F 86°F 1.00 70°F 75°F 75°F CEILING SHEATHING `" EXISTING FIRST FLOOR 1612.33 SF II GYPSUM WALLBOARD D COOLERS D COOLERS "EDGE/10"FIELD 1 0 04 X 1 PROPOSED FIRST FLOOR ADDITION 334.37 SF Category: COOLING WIND VELOCCTY HEATING WIND COINCIDENT DAILY RANGE WINTER SUMMER SEE PARTITION LEGEND N SHEDS 126.06 SF TEMPERATURE VELOCITY WET BUBLB HUMIDITY HUMIDITY OR SHEAR WALLS r CHICKEN COUP 125.25 SF Soil Class: Default DIFFERENCE COOLING X EXISTING R/O PORCH#1 93.48 SF ALL SHEATHING TOTAL AREA: 2291.49 SF 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH CAD File Name: FOX FINAL 1.layout SEE PARTITION LEGEND LOT COVERAGE RATIO: 5.71% % Wind Overlay i� WOOD STRUCTURAL PANELS D COMMON 0D OR SHEAR WALLS X - _. CLIMATE ZONE 4A Architect's Seal GYPSUM WALLBOARD D COOLERS D COOLERS " EDGE/10"FIELD I 1 ZONING REVIEW 126 Vmph DETAILS INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2020 MCNYS 309.1 SYSTEM DESIGN-- LOT AREA I C REQUIRED PROVIDED PASS SHALL BE BASED ON MAXIMUM 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING DEGREE DAYS(NY LAGUARDIA)4811,WINTER 40,166 SF X ('� Flood Overlay DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCOYS APPDX D) MINIMUM UNIFORMLY DISTRIBUTED HAWS -\ FLOOR SHEATHING I MINIMUM BUILDING LOT 40000.00 40166.00 YES NO STRUCTURAL PANELS AO 0 MINIMUM LOT WIDTH 150.00 100.00 NO-EXISTING Zone:X(unshaded) DETAILS 1"OR LESS D 0D "EDGE/12"FIELD I X I M MINIMUM LOT DEPTH TABLE R301.5 LOAD 175.00 404.21 YES GREATER THAN 1" 0D 6D "EDGE/12"FIELD I FRONT SETBACK 50.00 59.51 YES USE LIVE LOAD DESIGN DEAD SIDE SETBACK ONE 15.00 20.56 YES Imo- UNINHABITABLE ATTICS WITHOUT STORAGE(LESS THAN 42"CLEAR HT.) 10 PSF 10 PSF X X SIDE SETBACK TWO 15.00 18.40 YES i� '^ AGGREGATE SIDE SETBACK 35.00 38.96 YES UNINHABITABLE ATTICS WITH LIMITED STORAGE(MORE THAN 42"CLEAR HT.) 20 PSF 10 PSF 4 �- c I I v JREAR HEIGHTEN STORIES 2 1/02 269.30 YYES ES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF 10 PSF BALCONIES(EXTERIOR)AND DECKS 40 PSF 10 PSF X X I HEIGHT IN FEET 35.00 26.00 YES FIRE ESCAPES EXISTING MAXIMUM FLOOR AREA RATIO NA 8.68% NA 40 PSF 10 PSF DECK I MAXIMUM LOT COVERAGE 20.00% 5.71% YES GUARDRAILS AND HANDRAILS 200 PSF 10 PSF JARED FOX X 60. X GUARD IN-FILL COMPONENTS 50 PSF 10 PSF E D 1525 LEEWARD DRIVE 'X8 20.56 PASSENGER VEHICLE GARAGES SOUTHOLD, NY 11971 EXISTING TWO R D KO E N I G 50 PSF AS PER PLAN o ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF ARCHITECT o � STORY RESIDENCE �! X -L SLEEPING ROOMS 30 PSF 10 PSF ,N � cn X EXISTING GA GE cr)0 N STAIRS 40 PSF 10 PSF CON LIVING S ACE 21.90 0 24.40 ROOF LOADING(LIVE=GROUND SNOW LOAD ADJUSTMENTS AS PER TABLE 20 PSF 12 PSF FOR EXISTING hard Dr VING S CE , R301.2(5)OF THE 2020 RCNYS 15 PSF FOR wee PROPOSED ONE � SECOND FLOOR ATTIC lPPw PROPO ED EGRE SWELL 1,195.06 SQ FT CATHEDRAL drdpr STORY GA GE � ADD[ ION N 1 <�Pw 4 \o ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS o dro'Or h° TABLE R301.7 3W S=COND FLOOR SQUARE FOOT ANALYSIS STRUCTURAL MEMBER ALLOWABLE DEFLECTION v C Ydr C � aDr I M � I RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOTATTACHED TO RAFTERS U180 CPPkdr °Q � I 1 EXISTING INTERIOR WALLS AND PARTITIONS H/180 air u? R/O FLOORS U360 76.45 SQ FT CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER AND STUCCO) L/360 WWW■E DWARD KO E N I G.C O M EX STING CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM BOARD) U240 CHICKEN COUP ALL OTHER STRUCTURAL MEMBERS U240 Architecture Firm: 1 1 1 48.8 SQ FT EXTERIOR WALLS-WIND LOADS a.WITH PLASTER OR STUCCO FINISH H/360 E DWARD KO E N I G - ARCHITECT - 00.00 - - I EXTERIOR WALLS-WIND LOADS a.WITH OTHER BRITTLE FINISHES H/240 318.08 EXTERIOR WALLS-WINDOW LOADS a.WITH FLEXIBLE FINISHES H/120 d. PO BOX 1051 N 52 29' 30"W EXISTING LINTELS SUPPORTING MASONRY VENEER WALLS e. U600 150 VETERANS MEMORIAL HWY. LOCATION MA,P_ FRAME SHED 100.86 SQ FT NOTE:L=SPAN LENGTH H=SPAN HEIGHT COMMACK, NY 11725 631-948-7030 (cell & text) - LEEWARD DRIVE EXISTING THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2)OF 2020 RCNYS. VINYL SHED Website: www.EDWARDKOENIG.com 25.2 SQ FT Email: EDKOENIG49@gmaii.com ti cooseek Bead? N FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. JARED FOX 1525 LEEWARD DRIVE ..,`<,,,. PLOT PLAN SEE CODE FOR LIMITATIONS CONCERNING ALUMINUM PANELS. SOUTHOLD, NY 11971 Project Title: SCALE: 1"=30'-0" DEFLECTION FOREXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION "cnoideeyoy 5 PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: OF H/180. ONE STORY ADDITION AND RENMATJ YOUNG ASSOCIATES REFER TO SECTION R703.8.2 OF 2020 RCNYS. 400 OSTRANDER AVENUE JARED FOX RIVERHEAD, NY 11901 I 1525 LEEWARD DRIVE "p° ill 631-727-2303 I EXISTING GLAZED OPENING PROTECTION SOUTHOLD, NY 11971 I m f ONE MILE t FIRST FLOOR 631-335-0972 j' 1,612.33 SQ FT ALL GLAZED OPENINGS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS FOR CONSTRUCTION IN WIND BORNE DEBRIS AREAS.ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS JARED.C.FOX@GMAIL.COM PLOT PLAN LINE TYPE LEGEND DETAIL IN THESE DRAWINGS AND IN ACCORDANCE WITH R301.2.1.2 OF THE 2020 RCNYS,SEE DETAIL SHEET FOR SPECIFICATIONS. DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 ;. am 8ayy.lpw Rd �'., s ,t R,•. b / PLOT PLAN BUILDING FOOTPRINT Sheet Title Nan c' ' ~ }Y ✓ _-` - - - - - PLOT PLAN TERRAIN NEIGHBORS \ PLOT PLAN TERRAIN PERIMETER RQ CODE SHEET '3 FIRST FLOOR SQUARE FOOT ANALYSIS Drawing No. N1 OA 1-0- U I I WEJ 1-�, Ai L, SQUARE FOOTAGE ANALYSIS LOCATION MAP SCALE: 1"=20'-0" -Aml OF 17 SHEETS i GENERAL SPECIFICATIONS 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND 3.THERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER Copyright SHALL BE 8'-0". MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 OF 2020 ECCCNYS. SECTIONS R103.1 AND R103.2 OF 2020 ECCCNYS. of Architectural Drawings-These plans are protected by 1.ALL CONSTRUCTION COMPLY FULLY WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE,2020 ENERGY federal law and are subject to copyright protection as an CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM),NFPA 70 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR 4.CLIMATE ZONE 4a-SUFFOLK COUNTY,5750 HEATING DEGREE DAYS "architectural work"under section 102 of the copyright act 17 AND FURNISHED AND INSTALLED COMPLETE STANDARD"THE NATIONAL ELECTRICAL CODE",AND THE APPLICABLE PROVISIONS OF O.S.H.A..ALL CONSTRUCTIONSPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS.LUMBER I5 TO BELOCAL WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF U.S.A. as amended December 1990 an d known as Architectural - CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES,AND REGULATIONS. WITH ALL FASTENINGS,ANCHORS,BLOCKING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS HEATING,REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE 5.PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK,LATEST EDITION,PROVIDED BY THE UNITED STATES Works Copyright Protection Act of 1990.These drawings are ALL REQUIREMENTS IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS NATIONAL BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCAL AND STATE CODES.THE HEATING SYSTEM SHALL DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE CHAPTER 1 AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE BE PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70"F AT A POINT T-0"ABOVE THE FLOOR IN ALL HABITABLE SECTION 101.3.1. provided as an instrument for construction for the construction 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECTS WITH 2O20 RCNYS CODE REQUIREMENTS. ROOMS. project at the address shown on the title block of the drawings and - OFFICE IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN 6.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING they may not be used for any project other than that listed at the DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS 5.HEATING SYSTEM:THE HEATING CONTRACTOR IS TO VERIFY THE EXISTING FIELD CONDITIONS AND DESIGN THE HEATING UNIT ENVELOPE IN COMPLIANCE WITH 2O20 ECCCNYSC. address shown on the title block without the written consent and OVER SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIPANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING ACCORDING TO THE SPECIFICATIONS DESCRIBED BELOW.THE HVAC CONTRACTOR SHALL SIZE THE HEATING AND AIR compensation of the architect.This protection includes but is not TO THE I N HSECTION R 1 OF THE 2020 7 N LOCATION F THE STRUCTURAL WORK.REPORT R BARRIER R SHALL PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE CE WITH 3 7 .ALL INSTALLED INSULATION SHALL BE LABELED OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOC OPLATES AND MOISTURE B R E S A E 000NDITIONING EQUIPMENT IN CONFORMANCE WITH THE STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D, LED OR THE INSTALLED R-VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLER IN limited to the overall form as well as the arrangement and OWNER AND EDWARD KOENIG ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR RCNYS. PUBLISHED BY THE AIR CCNDITIONING CONTRACTORS OF AMERICA(ACCA).HEATING AND COOLING EQUIPMENT SHALL BE SIZED COMPLIANCE WITH 2O20 ECCCNYSC. g composition of spaces and elements of the designs. Under such PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW WORK.NOTIFY OWNER AND EDWARD KOENIG ARCHITECT OF ALL PER ACCA MANUAL S BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN CHANGES. 8.STAIRS:ALL STAIRS,RAILINGS,AND LANDINGS SHALL COMPLY WITH SECTIONS R311.7.5.1 AND R3117.5.2.OF 2020 RCNYS. COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIALAS PER 8.THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION R401.3 OF 2020 Protection, unauthorized use of these plans,work or home SECTIONS R302.1 AND R403.7 OF 2020 ECCCNYS. ECCCNYS. represented, can legally result in the cessation of construction or 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FORADEQUATELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND 9.WOOD STAIRS TO BE A MINIMUM OF 36"WIDE.STAIRS TO HAVE 5/4 INCH STRINGERS AND 1-1/16 INCH TREADS.THE MAXIMUM RISER buildings being seized and/or monetary compensation to Edward CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS SHALL BE 1-1/811• 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN 9.NO SNOW-AND ICE-MELTING SYSTEM CONTROLS INSTALLED.SECTION R403.9 OF 2020 ECCCNYS. Koenig. GOOD PRACTICE. TREADS AND RISERS TO BE HOUSED INTO STRINGERS,GLUED AND WEDGED SOLID. COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 MCNYS.INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO . BE ON SITE FOR INSPECTION. THERMALAND MOISTURE PROTECTION SPECIFICATIQN,q 4.ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTIOV SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF 10.DECK STAIRS TO BE A MINIMUM OF 36"WIDE.STAIRS TO HAVE 2"X 12"P.T.STRINGERS @ 16"O.C.AND 5/4"X 6"TREADS.THE SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT.THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. 1.SEE RESCHECK CALCULATIONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. SHEET INDEX OF,AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR SHALL BE 1-1/8". NO. TITLE THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS,FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE 2.ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 RCNYS AND 2020 ECCCNYS A-1 CODE SHEET 11.POURED CONCRETE STAIRS:STAIRS TO BE A MINIMUM OF 36'WIDE.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM SEALED IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. A-2 SPECIFICATIONS LEAD BASED PAINT SPECIFICATIONS TREAD DEPTH SHALL BE 10-1/8". 9.BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYSC,AND 2020 3.ALL INSULATION SHALL COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS, A-3 LEGENDS& PLUMBING RISER DIAGRAMS 1,THE CONTRACTOR SHALL COMPLY WITH ALL CODE REQUIREMENTS OF THE FEDERAL ENVIRONMENTAL PROTECTION AGENCY'S 40 DOOR WINDOWS.&GLASSSPECIFICATIONS MCNYS.HEAT DUCTING SHALL BE SECURED,SEALED AND INSULATED. 4.ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION R302.10.1 OF 2020 RCNYS. A-4 THERMAL PLANSA-5 DEMOLITION PLANS CFR PART 745,"LEAD BASED PAINT POISONING PREVENTION IN CERTAIN RESIDENTIAL STRUCTURES"REGULATION. 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET 10.HVAC INSTALLER IS TO SUPPLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO 5.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 RCNYS. A-6 DEMOLITION PLANS 2.NO CONTRACTOR SHALL PERFORM RENOVATION OR DEMOLITION WORK IN ANY STRUCTURE DEEMED TO BE"TARGET HOUSING", WITH TOP AT 6-10 1/2"A.F.F.UNLESS OTHERWISE NOTED. OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCCNYS,AND 2020 A-7 FOUNDATION PLAN MEANING ANY STRUCTURE BUILT PRIOR TO 1978 WHICH IS LIKELY TO CONTAIN LEAD BASED PAINT,OR CHILD OCCUPIED HOUSING, MCNYS. 6.ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE A-8 FIRST FLOOR CONSTRUCTION PLAN WITHOUT PRIOR LEAD ABATEMENT CERTIFICATION. 2.WINDOWS ARE TO BE MANUFACTURED BYANDERSEN WITH LOW"E"GLASS,SERIES 400. SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL A-9 SECOND FLOOR CONSTRUCTION PLAN 11.PROJECT IS EXEMPT FROM BLOWER DOOR TIGHTNESS TEST AS PER NYS BUILDING STANDARDS AND CODES TECHNICAL BULLETIN PENETRATIONS,ETC. A-10 ROOF PLAN 3.THE OWNER IS NOT REQUIRED TO TEST FOR LEAD BASED PAINT,NOR IS THE PROPERTY OWNER REQUIRED TO RE-MEDIATE LEAD 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: ACH 50 TESTING,EXCEPTIONS FOR NON-ISOLATED BUILDING ADDITIONS,WHERE BLOWER DOOR TESTS ARE DEEMED TO BE BASED PAINT IF NO CONSTRUCTION OR DEMOLITION IS TAKING PLACE.IF LEAD BASED PAINT IS FOUND BY THE CONTRACTOR,THEY WALL ZONE 4=13.6/-15.0 IMPRACTICAL FOR ADDITIONS AND ALTERATIONS,ADHERENCE TO AIR BARRIER AND INSULATION INSTALLATION SHALL BE 7.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. A-11 I ELECTRICAL PLANS MUST SUBMIT PROOF OF SAID DISCOVERY TO THE OWNER IN WRITING.THE PROPERTY OWNER THEN HAS THE OPTION OF PAYING WALL ZONE 5=13.6/-15.0 PERFORMED BY FULL INSPECTION OF THE BUILDING ENVELOPE TO ENSURE A CODE COMPLIANT BUILDING ENVELOPE. A-12 ELECTRICAL PLANS THE CONTRACTOR,CERTIFIED IN LEAD ABATEMENT,TO REMOVE THE LEAD BASED PAINT,OR TO WITHDRAW FROM THE 8.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND R905.2.8 OF 2020 RCNYS. A-13 ELECTRICAL PLANS CONSTRUCTION PROJECT CONTRACT AND CANCEL THE PROJECT.ALL IN COMPLIANCE WITH SECTION 745.61(C)OF NEPA 40 CFR PART 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM 12. PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 A-14 ELEVATIONS 745. THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 RCNYS, ECCCNYS,2020 RCNYS,AND 2020 MCNYS. 9.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. A-15 ELEVATIONS A-16 SECTIONS SITE WORK SPECIFICATIONS 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION 13.PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY 10.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS.BLOWN INSULATION MARKED EVERY 300 FT2 AS PER RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2O20 RCNYS,2020 ECCNYS,AND RESCHECK. MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.1.10F 2020 ECCCNYS. SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. A-17 SCHEDULES 1.GENERAL:THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE CONSTRUCTION DRAWINGS.EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE WORKING AREA.THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON SOLID 6.GARAGE DOORS TO BE CLOPAY OR AMARRE,INSULATED,PUSH UP,OVERHEAD SECTIONAL.PROVIDED WITH AUTOMATIC GARAGE 14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR 11.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. UNDISTURBED EARTH,EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. DOOR OPENER BY GENIE OR CHAMBERLAIN. PROVIDE TWO CAR REMOTES AND DOOR FRAME KEYPAD ENTRY.PROVIDE SAFETY MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE BEAM CLOSURE PROTECTION. NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF 12.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFITAND EAVE VENTS THAT EXTENDS OVER 2,FOUNDATION EXCAVATION:EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON THE DRAWINGS.SAME TO BE MADE 18 PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, 7,GARAGE ENTRY DOOR TO BE ONE HOUR RATED,SELF CLOSING,WITH LOCK SET AND DEAD BOLT. WATERPROOFING,DRAIN TILE,ETC:,. 15.HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO 13.ATTIC ACCESS HATCH AND DOOR INSULATION zR-VALUE OF THE ADJACENT ASSEMBLYAS PER SECTION R402.2.4 OF 2020 ECCCNYS. 8.THE HEIGHTAND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B FOR A MEAN ROOF HEIGHT OF 25 AS LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 3.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVEL AT T-0"BELOW GRADE FOUNDATION PER TABLE R301.2(3)OF 2020 RCNYS. 14.AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 BEARING LEVEL.LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. 16.SUPPLYAND RETURN DUCTS IN ATTICS INSULATED-R-8 WHERE DUCT IS-3 INCHES IN DIAMETER AND-R-6 WHERE<3 INCHES. ECCCNYS. 9.WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED-R-6 FOR DIAMETER-3 INCHES AND R4.2 FOR< CONCRETE SP IFI CATIONS COMPLIANCE WITH SECTIONS R308,R312,AND R609 OF 2020 RCNYS. 3 INCHES IN DIAMETERAS PER SECTION R403.3.1 OF 2020 ECCCNYS. 15.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT NO. DESCRIPTION DATE 75 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. 1.CONCRETE WORK:ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES 10.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY 17.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT< 2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 SHALL BE THAT DEFINED AS MINIMUM 3500 PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP MINIMUM ULTIMATE AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. ECCCNYS. 16.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OF ALL NON 1 ISSUED FOR DESIGN COMMENT. 6-17-23 COMPRESSIVE STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH VENTED FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS OF 3500 PSI AT 28 DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST 11.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER 18.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST:TOTAL LEAKAGE MEASURED WITH A SHALL BE SEALED AND TAPED. 2 ISSUED FOR DESIGN COMMENT. 7-5 23 CLASS APPROVED BRAND PORTLAND CEMENT.FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF HARD,CLEAN,WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN ABATCH-MACHINE MIXER OR INSTALLED AT TIME OF TEST.POST CONSTRUCTION TEST:TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH 17.WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLETAND OUTLET OF THE WATER HEATER UNLESS THE 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 MOBILE TRUCK MIXER UNTIL THE CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH 12.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING HEAT SLUMP.PROVIDE EXPANSION STRIPS WHERE NECESSARY,ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. ECCCNYS. TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH 3 ISSUED FOR FINAL DESIGN APPROVAL. 8 30-23 MIXTURE RELEASE AGENT.OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX, INTEGRAL TRAPS. 13.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS 19.DUCT TIGHTNESS TEST RESULT OF<=4 CFM/100 FT2 ACROSS THE SYSTEM OR­3 CFM/100 FT2 WITHOUTAIR HANDLER @ 25 PA. 2.AT CONCRETE DELIVERY TIME,A COPY OF THE DELIVERY BATCH TICKET NOTING DESIGN MIX AND COMPRESSIVE STRENGTH SHALL LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE FOR ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 18.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6 OF 2020 BE GIVEN TO THE GENERAL CONTRACTOR OR THE BUILDING OWNER.THIS TICKET MUST BE PRODUCED AT THE REQUEST OF THE CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND ECCCNYS. ECCCNYS. . BUILDING INSPECTOR AT THE TIME OF FOUNDATION,FOOTING,SLAB,AND OTHER CONCRETE INSPECTIONS AS PER R106.1 OF 2020 WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. RCNYS AND THE BCNYS 107 AND NYCRR PART 1203. 20.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. 19.FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.R-VALUES ON INSULATION SHALL 14.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A COMPLY WITH STATE AND LOCAL ENERGY CODES.FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO 3.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF 21.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. MANUFACTURER'S INSTRUCTIONS.R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION THE 2020 RCNYS. THE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 SHALL BE MARKED EVERY 300 SF. RCNYS. 22.HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55°FARE INSULATED TO ZR-3 AS PER SECTION R403.4 4.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER OF 2020 ECCCNYS. 20.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF CHAPTER 4 OF THE 2020 RCNYS. 15.GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 THE SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS OF 2020 RCNYS. 23.ALL INSULATION OVER HVAC EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS. INSULATION IS INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL 5.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED ATA DEPTH TO PERIMETER FLOOR FRAMING MEMBERS AS PER SECTION R303.2 AND R402.2.7 OF 2020 ECCCNYS. CAD File Name: I FOX FINAL 1.1ayout CONFORM TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES.FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM, 16.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 24.CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF UNDISTURBED,NATIVE,FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" 2020 ECCCNYS. 21.WALL INSULATION R-VALUE.IF THIS IS A MASS WALL WITH AT LEAST Y OF THE WALL INSULATION ON THE WALL EXTERIOR,THE FOOTINGS AND PADS ARE TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS,IF SHOWN IN THE ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS,EXCEPT GLASS THAT US MORE EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1,R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. Architect's Seal CONSTRUCTION DRAWINGS,SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2" THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A 25.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. FOR#6 BARS AND LARGER TO SURFACE OF CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. 22.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH SHALL MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES 26.ANY APPLIANCE GENERATING AGLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18" ��E R403.1(1),R403.1(2),AND R403.1(3)OF THE 2020 RCNYS. 17.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR ABOVE THE FLOOR. 23.INSTALL POLYISOCYANURATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION ATALL FLOOR AND PLATE LINES,OPENINGS c,�� -0,1R NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. IN PLATES,CORNER STUD CAVITIES,AND AROUND DOOR AND WINDOW OPENING CAVITIES. " C 6.FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOIL AND ARE TO BE KEPT A MINIMUM OF 2'-O"ABOVE WATER TABLE. 27.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN �' A . C_ /C' ,_ y, <,, FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT 18.GLAZING WITHIN 60"OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOW SILL IS LESS THAN 36"AFF,SHALL BE CONSIDERED PIPE OR COLD WATER SUPPLY PIPE,GRAVITY AND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR 24.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION A BEARING CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS. HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS 4, CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. 1- I'i, -+ 7.STEP FOOTING AS REQUIRED,2:1,AS REQUIRED IN COMPLIANCE WITH SECTION R403.1.5 OF THE 2020 RCNYS. 19.ALL SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6 OF THE 2020 RCNYS. DEMAND FOR HOT WATEREXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. - 25.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 � � �� j/,-"""C M idr 8.FOUNDATION WALL REINFORCEMENT TO CONFORM WITH THIS TABLE R404.1.1(5)OF 2020 RCNYS. 20.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. 28.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK OF 2020 RCNYS. �-- :,; TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS \� f 9.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(1),R404.1.1(2),R404.1.1(3),R404.1.1(4)FOR MASONRY WALLS FINISH S SP IFI ATIONS t HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD 26.PLASTIC WRAP"TYVEK"MAYBE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER SECTION R703.2 OF �'<,� - �`� AND TABLES R404.1.2(1),R404.1.2(2),R404.1.2(3),R404.1.2(4),R404.1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 WATER PIPING TO 104OF AS PER SECTION R403.5.2 OF 2020 ECCCNYS. THE 2020 RCNYS. ` , - RCNYS. 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. C'� N ESN 29.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA B55.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN 27.PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. 10.CONCRETE FLOORS:CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE NOTED ON THE PLANS,WITH A 2.ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE MONOLITHIC FINISH AND TROWELED TO A HARD SMOOTH SURFACE.PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE 28.ROOFING SHINGLES:FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING ON CONSTRUCTION DRAWINGS,SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING DRAWINGS.WHERE 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. SHOWERS AS PER SECTICN R403.5.4 OF 2020 ECCCNYS. STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE COMPACTED IN LAYERS. AND INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF E D W 4.DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. 30.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFF►CACYAND AIR FLOW SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS A R D KOENIG 11.GRAVEL FILL UNDER FLOOR SLAB:LAY A 1 INCH BED OF(FINE GRAVEL ON TOP OF A 3 INCH BED OF CRUSHED STONE OVER AREA OF LIMITS AS PER SECTION R403.6.1 OF 2020 ECCCNYS. REQUIREMENTS,WHICHEVER IS GREATER. HOUSE AND GARAGE.SAME TO EE RAKED LEVEL AND MACHINE COMPACTED. 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD 12.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, AS PER SECTION R702.3.7.1 OF 2020 RCNYS. 31.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM 29.ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR VENTING SHALL EXHAUSTTO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO ARCHITECT A617,OR A706 AND ASTM A185 AND A82. PLUMBING SPECIFI ATIONS GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2O20 ECCCNYS,2020 PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF RCNYS,AND 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND SHEATHING IS LESS THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY 13,JOINT REINFORCEMENT,ANCHOR TIES,AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:ASTM A 82 FOR JOINT 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FORALL PERMITS,DRAWINGS,FLOOR PLANS, 2020 MCNYS. WITH ASTM F 1667. REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A 366 SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE FOR SHEET METAL ANCHORS AND TIES. TRADE.WHERE NO CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE 2020 RCNYS,2020 RCNYS,AND 2020 30.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON PCNYS AND ALL APPLICABLE SUPPLEMENTS AND CODE REFERENCES. ELECTRICAL SPECIFICATIONS PLYWOOD ROOFING FROM FASCIA BOARD TO 8 POINT AT LEAST 24"SHALL INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT A104, 1 14.GALVANIZED METAL ACCESSORIES:METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER LEAKAGE FROM ICE DAMS.ROOF SLOPES OF :12 OR GREATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" SHALL CONFORM TO ASTM A 153,CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. 1.GENERAL:THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS,AND NAILS EXPOSED DIRECTLY TO THE INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST RCNYS. EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO 3.PLUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN EDITION OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL FORM AZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER COMPLIANCE WITH 2O20 RCNYS,2020 PCNYS,2020 ECCNYS,2020 MCNYS,AND 2020 FGCNYS. BE NEW AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES,INC.,AND AT THE 31.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). SQ.FT.OF STEEL CONFORMING TO ASTM 90. COMPLETION OF THE WORK,EVIDENCE SHALL BE FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. 4.SEWER AND WASTE PIPING:DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARY AND 15.POURED CONCRETE ANCHOR BOLTS:5/8"ANCHOR BOLT WITH 3"X 3"1/8"WASHER SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12" STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. 2. PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, OF EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7"INTO CONCRETE. SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE 5.WASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH TRADE.WHERE NO CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK 16.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED STATE,RESIDENTIAL CODE OF NEW YORK STATE,AND ALLAPPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE www.E DWARD KO E N I G.C O M BUILDING CODE,ACI 318 AND MANUAL ACI 315. THROUGHOUT AND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND CONGRESS. PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC 17.APPLY TAR FOUNDATION WATERPROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR 3.ALL ELECTRICAL EQUIPMENTAND INSTALLATIONS SHALL BE IN COMPLIANCE WITH NEW YORK STATE RESIDENTIAL CODE PART VIII, COMPLIANCE WITH SECTION R406.2 OF 2020 RCNYS. DRAINS WITH TRAPS AS SHOWN IN THE WORKING DRAWINGS. CHAPTERS 33-42. Architecture Firm: METALS SPECIFICATIONS 6.WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY,BATH,AND WASHROOM FIXTURES WITH 1/2" 4.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL EDWARD KOENIG - ARCHITECT BRANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS.FROM WATER TO 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2O20 RCNYS AND 2020 ECCCNYS. 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING PO BOX 1051 WITH A WIRE BRUSH.REMOVE ALL LOOSE RUST,LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER,APPLY ONE SHOP COAT OF SHALL BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE 5.ALL FIXTURES,SWITCH TYPE(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY A RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A OF SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. OWNER. 150 VETERANS MEMORIAL HWY. RUST INHIBITING PRIMER.IN ADDITION TO THE SHOP COAT,FIELD PAINT ALL STEEL AND IRONWORK WITH ONE COAT OF AN ALKYD COMMACK, NY 11725 TYPE ENAMEL BEFORE INSTALLATION. 7.WATER HEATER-VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADE UPGRADE OPTIONS.WATER HEATER TO COMPLY WITH 2O20 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. OPTIONS.GROUND THE WRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED,IN ACCORDANCE WITH 631-948-7030 (cell & text) 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SECTION E3507 AND SIZEC IN ACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED Website: WWw.EDWARDKOENIG.com AISC SPECIFICATIONS. 8,FURNISH AND INSTALLANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-O"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM REGULATIONS GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR DIAMETER,IN ACCORDANCE WITH 2O20 RCNYS AND 2020 ECCCNYS. Email: EDKOENIG49@gmail.com 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH SEPARATE FIRECLAY TILE FLUE IN MASONRY CHIMNEY. LOCK WASHERS,RESPECTIVELY 7.ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL 9.GAS PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE EQUIPMENT SHALL COMPLY WITH N.E.C.110.3.. 4.TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIELD AS PER SECTION R317.1 AND R318.1 OF 2020 RCNYS. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO Project Title: LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD.ALL TO BE IN 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP,IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH DEMOLITION SPECIFICATIONS COMPLIANCE WITH 2O20 RCNYS,2020,2020 FGCNYS,AND 2020 PCNYS. FLOOR OF HOUSE.INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION R314, 1.CONTRACTOR SHALL VERIFY LOCATION OF ALL STRUCTURAL ELEMENTS PRIOR TO DEMOLITION AND NOTIFY THE HOME OWNER AND 10.FIXTURES:FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY SECTION R314.2.2 AND APPENDIX J OF 2020 RCNYS. ONE STORY ADDITION AND RENO\�'A_ATI EDWARD KOENIG ARCHITECT OF ANY CONDITIONS INCONSISTENT WITH THESE PLANS. INSTALLATION AND SELECTED BY OWNER. INCLUDE COMPLETE LIST IN THIS SPECIFICATION. 9.75%OF LAMPS IN PERMANENT FIXTURES OR 75%OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOT APPLY TO JARED FOX 2.PROCEED WITH DEMOLITION FROM TOP TO BOTTOM.REMOVE EXISTING ROOF AS REQUIRED FOR NEW ADDITION.DO NOT REMOVE 11.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LBS.PRESSURE. LOW-VOLTAGE LIGHTING AS PER SECTION R404.1 OF 2020 ECCCNYS. 1525 LEEWARD DRIVE ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING TEMPORARY OR PERMANENT BRACING AS REQUIRED. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP,IN EACH COMMON HALLWAY ON EACH FLOOR OF SOUTHOLD, NY 11971 12.CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL HOUSE. INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 915 OF 2020 IFC. 631-335-0972 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES INCLUDING NFPA 241 FOR ALL DEMOLITION WORK. METAL WORK POLISHED AND LEFT IN A NEATAND CLEAN CONDITION DURING CONSTRUCTION. 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLYAND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER JARED.C.FOX@GMAIL.COM CARPENTRY SPECIFICATIONS 13.TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC CONNECTIONS. MIXING TYPE.THE WATER TEMPERATURE SHALL BE AT MAXIMUM OF 120°F. DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WOOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE 12.OWNER/BUILDER SHALL DO A WALK THROUGH WITH ELECTRICAL,TELEPHONE,AN,AND CABLE INSTALLERS TO VERIFY EXACT CONSTRUCTION DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=900 MINIMUM WITH ADJUSTMENT FACTORS AND E= 14.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE LOCATIONS FOR INSTALLATION OF OUTLETS,LIGHTS,SWITCHES,CABLE,DATE,PHONE,AUDIO,AND VISUAL. 1,600,000 MINIMUM,ALL WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOILAND STRUCTURAL MEMBERS SUPPORTING WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. Sheet Title PORCHES AND BALCONIES SHALL BE ACQ PRESSURE TREATED WOOD, 13,THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. 15.ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALL SPECIFICATIONS OF THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25%OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: 16.MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 BE PROVIDED AT THE ACCESS OPENING. (B)40%OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN OF 2020 ECCCNYS. EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO 15.EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. BE SIZED TO WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. HVAC SPECIFICATIONS ENERGY CONSERV,CONST CODE OF NY 3.SUBFLOORS:SUBFLOORS SHALL.BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL HEATING SYSTEM 1.1,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLY ATTEST,WHEN MY OFFICIAL SEAL AND SIGNATURE ARE JOISTS TO MINIMIZE FLOOR SQUEAKS). COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITYAND DONE BY MECHANICS SKILLED SHOWN ON THESE PLANS I AM AFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE IN THE TRADE. CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 4.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS,BATHROOM BATH TUBS/JACUZZI TUBS,AND KITCHEN BASE CABINET RESIDENTIAL CODE OF NEIN YORK STATE AND THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Drawing No. ISLANDS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY CODE.PROVIDE AT LEAST DOUBLE JOISTS AND 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, HEADERS AT WATER CLOSET DRAINS,BATHTUBS,AND ALL VENT AND MECHANICAL OPENINGS 2'-O"OR MORE IN WIDTH,UNLESS SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL e OTHERWISE SHOWN ON DRAWING. TRADE. SYSTEMS.SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL PROVISIONS AS PER SECTIONS R103.1,R103.2,AND R403.7 OF 2020 ECCCNYS. OF 17 SHEETS i WALL LEGEND Copyright of Architectural Drawings-These plans are protected b 2"X 4" P.T. MUDSILLg - p p y federal law and are subject to copyright protection as an 2"X 4"PRESSURE TREATED MUDSILL WITH 5/8" 12" MAX. 4'-0"MIN. 12" MAX. SYMBOL DESCRIPTION "architectural work"under section 102 of the copyright act, 17 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED @ 3'-0"O.C.AND SPACED WITH 6"TO 12" ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED 6" MIN. 6"MIN. U.S.A.as amended December 1990 and known as Architectural @ 3'-0"O.C.AND SPACED WITH 6"TO 12"OF EACH... ACH WALL TO BE REMOVED Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction OF EACH END PLATE:.ANCHOR BOLTS SHALL z END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. 3'-0 O C M project at the address shown on the title block of the drawings and HAVE A MIN. EMBEDMENT OF 7" Il CO EMBEDMENT OF 7" INTO CONCRETE 1 I • ° ° ° ° ° x — — — — the may not be used for an s z ° a ° ° ° < z y y y project other than that listed at the #5 REBAR HORIZONTALAT TOP OF FOUNDATION #5 REBAR HORIZONTAL AT TOP OF FOUNDATION ° „ . -t 1-1/2 g ° a a ° g EXISTING FOUNDATION WALL AND FOOTING TO REMAIN. address shown on the title block without the written consent and WALL CONTINUOUS AT CORNERS =__ -w -�. -+ � — — — — WALL �a MIN, compensation of the architect.This protection includes but is not -iL L ._ EXISTING GRADE SLOPED AWAY FROM 1 °< I e< d ° a limited to the overall form as well as the arrangement and STRUCTURE -i 8" POURED CONCRETE FOUNDATION WALL 3500 a EXISTING INTERIOR WALL TO REMAIN. composition of spaces and elements of the designs. Under such IIIII Ill PSI AT 28 DAYS MIN. °e �. a 1 protection, unauthorized use of these plans,work or home 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 -Ilt-il °-III_ a represented, can legally result in the cessation of construction or 1. 5/8"ANCHOR BOLTS 4'-0"O.C. buildings being seized and/or monetary compensation to Edward W.W.F. OVER 4"CRUSHED GRAVEL OVER I1Li�ll II lli , COMPACTED EARTH III ° III NOTE: SEE FOUNDATION PLAN FOR VERTICAL AND °: a B`` @ EXISTING EXTERIOR WALL TO REMAIN. q LII -� HORIZONTAL REBAR REINFORCEMENT IN Koenig. ih - -ILI 2. MINIMUM 7" EMBEDMENT INTO CONCRETE WITH 3"SQUARE _ _ _ _ o . IIILIII- UNBALANCED CELLAR FOUNDATION WALLS .. a: WASHERS AND END NUT SETUP UPGRADE EXISTING FOUNDATION WALL WITH 4"AIR GAP WITH 2"X 4" STUDS @ 16"O.C. PSI AT 28 DAYS MIN. L-III.II - 3 MIN. WITH 3-1/2 R 15 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BEWEEN STUDS, SHEET INDEX 8" POURED CONCRETE FOUNDATION WALL 3500 `I I-, - III=1 — �-- .. �� " _ I ' • aTl= COVERED WITH 1/2"GYPSUM BOARD. II -II 16"X 8" POURED CONCRETE FOOTING 3500 PSI ATZ 3.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR NO. TITLE 16"X 8" POURED CONCRETE FOOTING,3'-0"DEEP = - - REPLACED BY HOLD DOWNS FOR SHEARWALLS FOUNDATION WALL-8"POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. A-1 CODE SHEET MIN.,3500 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR -"i1LLL �� ,_-�,Illl 28 DAYS MIN.WITH (2)#5 REBAR BEARING ON — — — — WITH#5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL AND CONTINUOUS AT A-2 SPECIFICATIONS - - UNDISTURBED VIRGIN SOIL. REBAR CONCRETE BEARING ON UNDISTURBED VIRGIN SOIL. REBAR - 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN.AND �.:: CORNERS. OVER 16"X 8"POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) A-3 LEGENDS&PLUMBING RISER DIAGRAMS CONCRETE COVERAGE TO BE 3" MIN COVERAGE TO BE 3" MIN 12" MAX. FROM ENDS OR CORNERS 5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL T-0" DEEP MINIMUM, REBAR A-4 THERMAL PLANS CONCRETE COVERAGE TO BE 3"MIN.. A-5 I DEMOLITION PLANS NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING (SEE A-6 DEMOLITION PLANS GARAGE FOUNDATION A_3�8" FOUNDATION WALL REINS - ELEV. QDANCHOR BOLT SPACING REQ. ELEVATIONS FOR MFG.AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR A-7 FOUNDATION PLAN GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL)OVER 2"X 4"WOOD STUDS @ 16"O.C. A-8 FIRST FLOOR CONSTRUCTION PLAN A-3 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 3/4"= V-0" WITH OPTIONAL 3-1/2" R-13 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS A-9 SECOND FLOOR CONSTRUCTION PLAN BETWEEN STUDS COVERED WITH 5/8"TYPE"X"GYPSUM BOARD. FASTEN 1/2"PLYWOOD A-10 ROOF PLAN WITH 8D COMMON NAILS @ 6"O.C.AT EDGE AND 12"O.C. IN FIELD AND FASTEN 1/2" A-11 ELECTRICAL PLANS r 3-►I GYPSUM ATTACHED WITH 5D COOLER NAILS 7"O.C.AT EDGE AND 10"O.C. IN FIELD. A-12 I ELECTRICAL PLANS 17-7 NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16"O.C.WITH 57 A-13 ELECTRICAL PLANS Al ., w ALL STRAPPING TO BE INSTALLED 16" 1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS A-14 ELEVATIONS ,Init�. ( O.C. UNLESS OTHERWISE NOTED COVERED WITH (1)ONE LAYER OF 1/2" GYPSUM BOARD ON LAUNDRY ROOM SIDE AND(1) A-15 ELEVATIONS #CS20 1-1/4"X 20 GAUGE STEEL COILED STRAP R, 1 ONE LAYER OF 5/8"TYPE "X"GYPSUM BOARD ON GARAGE SIDE.. A-16 SECTIONS EACH WALL STUD SHALL BE A-17 SCHEDULES WRAPPED UNDER SILL AND OVER STUD WITH 12" A Nails are countersunk for NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C.WITH 1 MIN. STUDS BEARING a low-profile strap surface. CONNECTED TO THE GIRDER BELOW ( ) / `� STHD14 (UPLIFT CONNECTOR)EMBEDDED WITH BY ANY OF THE STRAPS SHOWN ONE LAYER OF 1/2" GYPSUM BOARD EACH SIDE. N 14" INTO CONCRETE(TYPICALAT CORNERS ABOVE.A CONTINUOUSLY CONNECTED NEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36" HIGH WITH MARBLE OR OF BUILDING AND AT ENDS OF PATH MUST BE PROVIDED FROM THE ALL STRAPPING TO BE INSTALLED 16"O.C. °° SHEARWALLS) GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, CONSTRUCT BY 2"X 4" UNLESS OTHERWISE NOTED o STUD TO THE GIRDER BELOW. WOOD STUDS 16"O.C.WITH (1)ONE LAYER OF 1/2"CONCRETE BACKER BOARD EACH 4 „ ALL STRAP STOCK NUMBERS SHOWN SIDE. A CONTINUOUSLY CONNECTED PATH MUST BE - °° ARE FROM "SIMPSON STRONG TIE PROVIDED FROM THE STUD TO THE GIRDER Embed — -- — BELOW. Line �� o e BE PROVIDED FROM THE STUD TO THE A CONTINUOUSLY CONNECTED PATH MUST ® CONNECTORS" Conrete)op of D CONCRETE FOUNDATION BELOW. ALL STRAP STOCK NUMBERS SHOWN ARE FROM Ta° SYMBOLS LEGEND NO. DESCRIPTION DATE "SIMPSON STRONG TIE CONNECTORS" ALL STRAP STOCK NUMBERS SHOWN ARE MTS12 (UPLIFT CONNECTOR BUILDING SECTION FROM "SIMPSON STRONG TIE TYPICAL AT EACH LAPPED JOIST) SECTION NUMBER 1 1 1 ISSUED FOR DESIGN COMMENT. 6-17-23 �'-:' f ® SHEET NUMBER A-7 A-7 NOTE:ANCHOR BOLT NOT SHOWN CONNECTORS" 2 ISSUED FOR DESIGN COMMENT. 7-5-23 PS418 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 ` NOTE:ANCHOR BOLTS NOT SHOWN%'Min. BUILDING DETAIL end distance DETAIL NUMBER 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 TYPICAL MUDSILL TO FOUNDATION STHD14 SLABAPPLICATION FLOOR JOISTS LAPPED SHEET NUMBER A-7 QDWALL CONNECTION DETAIL (P A-3TYP. FOUNDATION TIE-DOWN METHOD OVER BEAM DETAIL NOT TO SCALE A-3 NOT TO SCALE NOT TO SCALE DOOR NUMBER O OP PLATE WINDOW NUMBER110 MPH FASTEST C O PLICE LENGT ollMILE W ND SPEED ($DTUD NNECTION SPACINGPN INCHES)SACING1z ,e 19.2 24 BLOCKING @ 48 O.C. MAX IN FIRST TWO FRAMING SPACES AT EACH WALLHEIGHT UNIT LATERAL MULTIPLIER 1.00 1.33 ,.so z.00 END 2"X 4"CONTINOUS LATERAL ( ) (FT) FRAMING LOADS 2 10d NAILS e-o ,T, 77 A, BRACE @ 6"'-0"O.C. 10 8d NAILS o-o z,3 REVISION NUMBER FLOOR FRAMING ) „_0' 284 CAD File Name: FOX FINAL 1.1ayout CEILING JOISTS T ,s-o 317 ,e--or 350 REVISION CLOUD Architect's Seal GYPSUM BOAR 20-0 383 T 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR ,! 5d COOLER NAILS @ 5"O.C. FRAMING NOT LOCATED WITHIN T-0"OF CORNERS FOR BUILDINGS LESS THAN 30' " IN J� CD C. T WIDTH (W), OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" IN VERTICAL ELEVATION ELEV. '- " �• 2"X BLOCKING AT LAST TWO WIDTH. 5/8"MIN.T&G PLYWOOD FLOOR CEILING JOIST BAYS " 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL. TO SHEATHING GLUED AND SCREWED WITH STAGGERED JOINTS 2"X 4" BLOCK NAILED TO EACH BRACE DETERMINE CONNECTION REQUIREMENTS MULTIPLY THE TABULATED UNIT LATERAL KEYNOTE NUMBER O WITH (4) 10d NAILS FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE c ... ..'..ti ` �-. SPACING OF THE CONNECTION. 5d COOLER NAILS @ T O.C. INTO BLOCKING 2"X BLOCKING FULL DEPTH OF JOIST '' •" � ,� 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS MFG'D. 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33 0. FOR MEAN ROOF BY SIMPSON WITH MIN. 12" BEARING ON STUDS HEIGHTS OF 15'-0"OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE FLOOR JOIST MULTIPLIED BY 0.80. (10)8d NAIL CEILING AND FLOOR CEILING BRACING AT GABLE END RIM JOIST 4 WHEN TED UNIT CALCULATING LATL LOAD BYERAL DS FOR NDHEOF ER G RDERISPAN(F MULTIPLY THE TABUL7 BRACING AT END WALLS 8 GABLE END WALLS ENDWALLSTUDS QDTOP PLATE SPACING DETAIL EDWARD KOENIG NOT TO SCALE A_3 NOT TO SCALE SCALE: NOT TO SCALE ARCHITECT www.EDWARDKOEN IG.COM Architecture Firm: EDWARD KO NIG - ARCHITECT PO BOX 1051 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 3"ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. 631-948-7030 (cell & text) TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH Website: www.EDWARDKOENIG.com SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT Email: EDKOENIG49@gmaii.com ENETRATION THROUGH ROOF SHALL BE 3" ROOF VENT THROUGH ROOF. PENETRATION THROUGH ROOF SHALL BE PENETRATION THROUGH ROOF SHALL BE @9 SIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION PENETRATION THROUGH ROOF SHALL BE P3103.2 OF 2020 RCNYS TO MITIGATE TERMINATION HEIGHT TO COMPLY WITH P3103.2 OF 2020 RCNYS TO MITIGATE P3103,2 OF 2020 RCNYS TO MITIGATE SIZED IN COMPLIANCE WITH SECTION -- EFFECTS OF FROST CLOSURE. SECTION P3103.1 OF 2020 RCNYS.VENT P3103.2 OF 2020 RCNYS TO MITIGATE TRAP SIZE "*--PENETRATION THROUGH ROOF SHALL BE EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE, EFFECTS OF FROST CLOSURE. Project Title: PLUMBING FIX11URE MINIMUM SIZED IN COMPLIANCE WITH SECTION (inches) FIRST P3103.2 OF 2020 RCNYS TO MITIGATE ONE STORY ADDITION AND RENO\,uAD ATTIC FLOOR EFFECTS OF FROST CLOSURE. ATTIC Bathtub (with or without shower head and/or 11/ ATTIC ATTIC JARED FOX whirlpool attachments 2 -3/4"— crw — — — cnN - 3/4" — — cm — — — c c — — — — 3/4"— — ciw — — ciw — — — — — cm — — — — 314" — — cm — — — ciw — cniv — — — ciw 3/4 cnni — — — c c p ) — 1525 LEEWARD DRIVE - - .� Z- � _ L- Z Z _ Z _ _ - - - Z- - - - - - - I, - - H/W — — 1— H!W --r — 3/4- - - - H!W - --r — H/W - - - H/W - - - - 3/ - - - H/4V - -i HIW - - - - - H/W - - - / - - - H/W — �— - - HIVa — — HNC - - 3/ — HIW - - - HIM — H/W - - - H/W— SOUTHOLD, NY 11971 WATER CLOSET -39" i� � � — ' _ + 631-335-0972 Clothes washer standpipe 2 I I JARED.C.FOX@ GMAIL.COM ( p p) i i I I I I I I I I I I I I I I Dishwasher an separate trap) 11/2 LA RY I I I I - I I I I I DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 4A� I $1 I I Floor drain 2 114. 114.TAT TAT TAT TAT I �A�• UA�I• I •b c� Kitchen sink (one or two traps, with or ASH WC. - N _ I WC. C. ` Sheet Title without dishwasher and food waste disposer) 11/2 I � 1 FIRST CELLAR y HOWE FIRST D W. REFRIG. SECOND `� Laundry tub (one or more compartments) 1 /2 0 rGo FIRST v HOWE LEGENDS & FLOOR FLOOR FLOOR FLOOR FLOOR Lavatory 1 /4 TO EXISTING TO EXISTING TO EXISTING TO EXISTING TO EXISTING PLUMBING RISE R Shower (based on the total flow rate through WASTE MAIN 4C.O. WASTE MAIN WASTE MAIN WASTE MAIN C.O. C.O. C.O. WASTE MAIN DIAGRAMS, . sh1-',�rerheads and bodysprays) C.o. , Flow rate: 5-7 gpm and less 11/2 Drawing No. More than 5.7gpm up to 12.,3gpm 2 LAUNDRY RISER DIAGRAM BATHROOM RISER DIAGRAM KITCHEN RISER DIAGRAM BATHROOM RISER DIAGRAM BATHROOM RISER DIAGRAM More than 12-3 gpm up to 25-8 gpm 3 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE More than 25-8 gpm up to 55.6 gpm 4 NOT TO SCALE A=3 OF 17 SHEETS TABLE R402.4.1.1 AIR BARRIER A1JD INSULATION INSTALLATION Copyright of Architectural Drawings-These plans are protected by COMPONENT AIR EARRIER CRITERIA INSULATION INSTALLATION CRITERIA federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 Generated by RESc ec -We Software A continuous air barrier shall be installed in the U.S.A. as amended December 1990 and known as Architectural building envelope. Air-permeable insulation shall not be used as a Works Copyright Protection Act of 1990.These drawings are Compliance Certificate General requirements The exterior thermal envelope contains a continuous air bonier. seating material. provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and Breaks or joints in the air barrier shalt be sealed. they may not be used for any project other than that listed at the The air barrier in any dropped ceiling/soffit shall be address shown on the title block without the written consent and aligned with the insulation and any gaps in the air compensation of the architect.This protection includes but is not Ceiling/attic barrier shall be sealed. The insulation in any dropped ceiling/soffit shall p P be aligned with the air barrier. limited to the overall form as well as the arrangement and Project FOX GARAGE CONVERSION to Acces openinedatt p spacesdown shall seakneewalldoors composition of spaces and elements of the designs. Under such to unconditioned attc spaces shall be sealed. 9 protection, unauthorized use of these plans,work or home Cavities within corners and headers of frame Energy Code: 2018 IECC The unction of the foundation and sill late shall be represented, can legally result in the cessation of construction or Location: Southold, New York sealed. p walls shall be insulated by completely filling the buildings being seized and/or monetary compensation to Edward cavity with a material having a thermal resistance Construction Type: Single-family Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. Koenig. Project Type: Addition walls shall be sealed. Exterior thermal envelope insulation for framed Orientation: Bldg, faces 218 deg. from North Knee walls shall be sealed. walls shall be installed in substantial contact and continuous alignment with the air barrier. SHEET INDEX Climate Zone: 4 (5572 HDD) The space between window/door jambs and framing, NO. TITLE Permit Date: skylights Windows,sk It hts and doors and skylights and framing shall be sealed. A-1 CODE SHEET Permit Number: Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. A A-2 SPECIFICATIONS A-4 Floor framing cavity insulation shall be installed A-3 LEGENDS & PLUMBING RISER DIAGRAMS Construction Site: Owner/Agent: Designer/Contractor: to maintain permanent contact with the underside A-4 THERMAL PLANS 1525 LEEWARD DRIVE JARED FOX EDWARD KOENIG-R.A. of subfloor decking,or floor framing cavity A-5 DEMOLITION PLANS SOUTHOLD, NY 11971 1525 LEEWARD DRIVE EDWARD KOENIG-ARCHITECT Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with - A-6 DEMOLITION PLANS cantilevered floors) of insulation. the to side of sheathing,or continuous insulation A-7 FOUNDATION PLAN SO -335-0 , 2 11971 15 BOX 1051 installed on the underside of floor framingand A-8 FIRST FLOOR CONSTRUCTION PLAN ARED.5-0972 150 VETERANS MEMORIAL HWY extends from the bottom to the top of all DITI N JARED.C.FOX@GMAIL.COM COMMACK, NY 11725 perimeter floor framing members. O DITI E A-9 SECOND FLOOR CONSTRUCTION PLAN 631-948-7030 (cell &text) CONDITIONED A-10 ROOF PLAN Email: EDKOENIG49@gmail.com Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, , ravel space walls r retarder with insulation ttached to the A-12 ELECTRICAL PLANS C s a covered with a Clan I vapor ins hall be permanentlya EXISTING BDRM#4 777777777 7overlapping joints taped cra walls ► i . Duct shafts,utility penetrations,and flue shafts LINEN A-13 ELECTRICAL PLANS Shafts,penetrations opening to exterior or unconditioned space shall be REPRES A-14 ELEVATIONS sealed. ENVELO A-15 ELEVATIONS Compliance. 2.9%Better Than Code Maximum UA: 105 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.24 CONDITIONED � Batts in narrow cavities shall be cut to fit,or A-16 SECTIONS The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. EXISTING BDRM#2 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Narrow Cavities narrow cavities shall be filled by insulation that A-17 SCHEDULES on installation readily conforms to the available Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade cavity space. .. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Air sealing shall be provided between the garage and 4 C DITIONE Garage separation conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures installed in the building ONDITIONED CONDITIONED Recessed lighting thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. HH' CLOSET EXISTING BDRM#3 Envelope Assemblies Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or lr� I• I Plumbing and wiring insulation that on installation readily conforms to 4 available space shall extend behind piping and wiring. Ceiling 1. Flat Ceiling or Scissor Truss 94 92.2 30.0 0.013 0.026 1 2 The air barrier installed at exterior walls adjacent to NO. DESCRIPTION DATE Shower/tub on exterior wall showers and tubs stall separate them from the Exterior walls adjacent to showers and tubs shall Ceiling 1: Cathedral Ceiling 334 343.0 30.0 0.003 0.026 1 9 showers and tubs. be insulated. 1 ISSUED FOR DESIGN COMMENT. 6-17-23 GARAGE CONVERSION WALLS (3): Wood Frame, 16" The air barrier shall be installed behind electrical or 2 ISSUED FOR DESIGN COMMENT. 7-5-23 D.C. 149 15.0 0.0 0.077 0.060 5 4 Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be Orientation: Back installed. 3 ISSUED FOR FINAL DESIGN APPROVAL. 8 29-23 Door 5: Glass HVAC register boas that penetrate building thermal SHGC: 0.23 79 0.320 0.320 25 25 HVAC register boots envelope shall be sealed to the subfloor or drywall. 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 Orientation: Back When required to be sealed,concealed fire sprinklers 4 REVISED PER TOWN COMMENTS AND 10-3-23 NEW INTERIOR WALL BETWEEN GARAGE AND shall only be sealedin a manner that is recommended REISSUED FOR PERMIT. MUDROOM.: Wood Frame, 16" o.c. 118 21.0 0.0 0.057 0.060 6 6 Concealed sprinklers by the manufacture:.Caulking or other adhesive - - - - - - - - - - - - - Orientation: Front sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Door 1: Solid 18 0.300 0.320 5 6 Orientation: Front a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. GARAGE CONVERSION WALLS: Wood Frame, 16"o.c. 51 15.0 0.0 0.077 0.060 4 3 Orientation: Right side GARAGE CONVERSION WALLS (2): Wood Frame, 16" O.C. 366 15.0 0.0 0.077 0.060 26 20 - - - - - - - - - - - - - - - - - - - - - - Orientation: Left side Window 13:Wood Frame:Double Pane with Low-E 8-1/4" R-30c KRAFT PAPER BACKED SHGC: 0.28 16 0.300 0.320 5 5 FIBERGLASS INSULATION BATTS CAD File Name: FOX FINAL 1.1ayout Orientation: Left side / BETWEEN CEILING JOISTS Window 14: Wood Frame:Double Pane with Low-E / SHGC: 0.28 16 0.300 0.320 5 5 �, // DASHED LINE REPRESENTS Architect's Seal Orientation: Left side 8-1/4 R-30c KRAFT PAPER BACKED FIBERGLASS / THERMAL ENVELOPE BOUNDARY INSULATION BATTS BETWEEN ROOF RAFTERS Floor 1:All-Wood Joist/Truss:Over Unconditioned // r �D A R Space 435 21.0 0.0 0.044 0.047 19 20 ( „M_.--.... (,y 3-1/2" R-15 KRAFT PAPER BACKED FIBERGLASS SECOND FLOOR THERMAL ENVELOPE PLAN �C^���_� "R/C�_^ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other INSULATION BATTS BETWEEN STUDS SCALE: 1/8"= V-0" calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in I � n REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CONDITIONED UNCONDITIONED RENOVATED LIVING PROPOSED GARAGE Name-Title Signature Date I 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS 20118 E G C Energy 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS CONDITIONS y aINSULATION BATTS BETWEEN FLOOR JOISTS I LITY E tiicienc Ceti icate EDWARD KOENIG A EXISTING DECK ARCHITECT y A-4 SCALE: 1/8"= V-0" Above-Grade Wall 15.00 I I Below-Grade Wall 0.00 Floor 21.00 A �n QJ ONDITIONED A-4 A-4 Ceiling / Roof 373.00 Ductwork (unconditioned spaces) r- - - - - - - - - - - - - - -FF - - - - - - - - - - - - � --- - -- - FF UNCONDITIONED 3-1/2" R-15 KRAFT PAPER BACKED CONDITIONED C D TION Window 0.30 0.28 FIBERGLASS INSULATION BATTS--, PROPOSED KITCHEN \./ CONDITIONED BETWEEN STUDS N I ION Door �0.32 0.23 I _ _ j www.EDWARDKOENIG.COM EXISTING BDRM#1 CONDITIONED Heating System: DASHED LINE Architecture Firm: REPRESENTS NC NDITIONED DASHED LINE REPRESENTS Cooling System: THERMAL ENVELOPE I I THERMAL ENVELOPE BOUNDARY EDWARD KOENIG - ARCHITECT, T, Water Heater ' BOUNDARY_771 I I I PO BOX 1051 CONDITIONED LINEN 150 VETERANS MEMORIAL HWY. PROPOSED DINING CONDITIONED C 0 MACK,VETERANS NY 11725 Name: Date 1 UNCONDITIONED I NDITI � UNCONDI f EXISTING STUDY 631-948-7030 (cell &text) Comments ( Website: www.EDWARDKOENIG.com - _ - - - - _ - - - - - _ _ - - - - J I 4 Email: EDKOENIG49@gmail.com - - - - - - - - - - I- - - _J I,O7coED I! UNCONDITIONED P EXISTING SLAB Project Title: L- - - - -J L - - - - - - - - - - J I EXISTINGR/OSLAB _ _ - -- - - - - - - L_ FL Y ADDITION AND RENOVAT L JARED FOX 5-1/2" R-21 KRAFT PAPER BACKED 1525 LEEWARD DRIVE FIBERGLASS INSULATION BATTS BETWEEN STUDS (- SOUTHOLD, NY 11971 I- -' 631-335-0972 JARED.C.FOX@GMAIL.COM UNCONDITIONEDIAUNC NDITIONED DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 � � PROP )SED GARAGE Sheet Title THERMAL PLANS I � - - - -I I A - ;� OCT 9 1 2023 Building b0par1r,_?,f Drawing No. FOUNDATION THERMAL ENVELOPE PLAN FIRST FLOOR THE.R_MAL ENVE OP PLAN 7bwrnofSou-,; SCALE: 1/8"= 1'-0" SCALE: 1/8"= V-0" a 4 OF 17 SHEETS I i ROOF FRAMING CS20 COIL STRAP(UPLIFT CONNECTOR- DEMOLITION PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by DOUBLE TOP PLATE TYPICAL AT ALL KING STUD TO TOP PATE federal law and are subject to copyright protection as an CONNECTIONS)12"MIN. BEARING ON STUD NO. NOTE "architectural work"under section 102 of the copyright act, 17 U.S.A.as amended December 1990 and known as Architectural 01 REMOVE ALL KITCHEN APPLIANCES AS SHOWN. Works Copyright Protection Act of 1990.These drawings are ALL STRAPPING BE INSTALLED 16"O.C. provided as an instrument for construction for the construction �, UNLESS OTHERWISE NOTED.A CONTINUOUS ro ect at the address shown on the title block of the drawin sand r CONNECTED PATH MUST BE PROVIDED FROM REMOVE ALL COUNTER TOPS AND CABINETRY MILLWORK AS p 9 they may not be used for any project other than that listed at the STOCK NUMBERS ERS SHOWN ARE FROM"SIMPSON H2A-UPLIFT CONNECTOR HEA E THE STUD THE GIRDS EL A TRAP 02 O REQUIRED. address shown on the title block without the written consent and r STRONG TIE CONNECTORS" (TYPICAL) REMOVE STAIRS COMPLETELY. PROVIDE TEMPORARY BRACINGH2A compensation of the architect.This protection includes but is not UPLIFT OR MTS3 03 AND SUPPORT AS REQUIRED. limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such UPLIFT CS20 COIL TRAP(UPLIFT - ° ALL STRAPPING TO BE INSTALLED 16"O.C. AND WINDOWS AS SHOWN. PROVIDE protection, unauthorized use of these tans,work or home CONNECTOER CONNECTIONS\TYPICAL AT ALL HEADER BE JACK UNLESS OTHERWISE NOTED O REMOVE WALLS DOORS KI G EACH RAFTER AND CONNECTIONS) 12" MIN. BEARING ON STUDS 04 TEMPORARY BRACING AS REQUIRED. p p STUD STUD(TYPICAL) ° A CONTINUOUSLY CONNECTED PATH MUST represented,can legally result in the cessation of construction or CS20 COIL STRAP(UPLIFT CONNECTOR) buildings being seized and/or monetary compensation to Edward TYPICAL AT ALL STUD TO BOTTOM PATE AND ° BE PROVIDED FROM THE STUD TO THE 05 REMOVE EXISTING FURNACE AND WATER HEATER. Koenig. RIM JOIST CONNECTIONS) 12"MIN. BEARING ON GIRDER BELOW. STUDS NO UP IFT ALL STRAP STOCK NUMBERS SHOWN ARE 06 REMOVE OIL TANK. SHEET INDEX ONNE TOR STHD14RJ OR STHD14 TIE DOWN (UPLIFT FROM"SIMPSON STRONG TIE 1 REQUI ED CONNECTOR)TYPICAL AT CORNERS OF CONNECTORS" REMOVE ALL PLUMBING FIXTURES AND CAP PLUMBING BELOW NO. TITLE UILDING,AT ENDS OF SHEARWALLS,ANDA-1 CODE SHEET 9", 07 FINISHED FLOOR. A-2 SPECIFICATIONS EACH SIDE OF DOOR OR WINDOW OPENINGS OF 6'-0"WIDTH OR MORE A-4 THERMAL PLANS A-3 LEGENDS&PLUMBING RISER DIAGRAMS FRAMING AND UPLIFT CONNECTION TYPICAL RAFTER TO WALL A-5 DEMOLITION PLANS DEMOLITION gFOR WINDOW AND DOOR OPENING (PSTUD CONNECTION DETAIL o4 A-7 FOUNDATIONP LANS PPAN SCALE: NOT TO SCALE NOT TO SCALE A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� A-10 ROOF PLAN ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER A-11 ELECTRICAL PLANS FASTENING SCHEDULE I - — — — — — — - -�- - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — - - - - - - - - - _. - - - - I A-12 ELECTRICAL PLANSA A CONTINUOUSLY CONNECTED PATH MUST BE r r , A-13 ELECTRICAL PLANS FRAME CONSTRUCTION MANUAL 2018 EDITION) I I A-14 ELEVATIONS ROUGH OPENING FRAMING REQUIREMENTS FOR PROVIDED FROM THE STUD TO THE GIRDER WINDOWOPENINGS(INACCORDANCEWITHWOOD 1 I I1 ° II BELOW. ALL STRAP STOCK NUMBERS I ( F_ L J L =�U I I A-15 ELEVATIONS NOTATION SHOWN ARE FROM"SIMPSON A B C D E F co 1 O A-16 SECTIONS STRONG TIE CONNECTORS" OPENINGS ( I Z 2• c I ( A-17 SCHEDULES -0- 2 (1)2-X 4' 1 1 1 1 I 1 NO STRAPPING REQUIRED WHEN 4•-0• 4 (1)2'x4' 2 2 2 2 � 0 O COLLAR TIES ARE 16" O.C. H2A OR MTS30 UPLIFT 6-1. (2)2'x4' ( 1 `X � 07 O CONNECTOR(TYPICAL) 6 OR 3 3 3 3 14 1 � (,)2-x6 CS20 COIL STRAP(UPLIFT B`0" a (2)2- 4 3 3 3 3 ( (— — I III I I I I I I I I I — — — — — — — — — _ Z 2"X 4"COLLAR TIES 16" O.C. 1/3 CONNECTOR-TYPICAL AT 101-0• 10 (2)rxB• a 4 4 4 I I ALL HEADER TO JACK 12'-0" 12 (2)2•x6' S 4 5 4 ( H DOWN BETWEEN RIDGE AND CEILING cn CONNECTIONS)WITH 12" NOTATION. 1 JOISTSr— — •— — — — • — — — — — �, X I 1 MIN. BEARING ON STUDS TABLE6A PAGE 316) AILS@EACH END OF$TRAPPINGS(TABLE 6) LU 8-NU 3 NUMBER OF STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES + + + + STHD14 OR STHD14RJ I I ( I 1 I NO. DESCRIPTION DATE + + + + (UPLIFT CONNECTOR) C-NUMBEROFFULLHEIGHTKINGSTUDS@EACHSIDEOFHEADER(TABLES DIED 14"INTO D-NU NUMBAGE ER 1 ISSUED FOR DESIGN COMMENT. 6-17-23 FAT CEILING RIDGI- C ETE (TYPICAL AT D-NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END I I I — -e --e --e— — —Q--- ��� ._ OF HEADER @EACH SIDE(TABLE 3.7,PAGE 157)&(TABLE 6A,PAGE 316) 2 ISSUED FOR DESIGN COMMENT. 7-5-23 RNERS OF BUILDING E-NUMBER OF JACK STUDS @ EACH END OF HEADERS(TABLES 3.22F,PAGE 191) 1 1 1 1 EXISTING CELLAR 1 1 AND AT ENDS OF ASSUME DOUBLE HEADER 1 I 1 1 ( 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END SHEARWALLS) OF SILL(S)@ EACH SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,PAGE 157)& (TABLE 6A,PAGE 316) I I ( 1 1 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 WINDOW AND DOOR HEADER (PROOF RIDGE DETAIL QOCONNECTION DETAIL I I I I °SCALE: 1/2"= V-0 NOT TO SCALE 1 1 ( ( 00 1 I I I U_ 1 1 EXISTING SLAB I Z E DESIGN NOTE: I I I b 05 06 U DESIGN LENGTH SHEATHING AS PART OF PERFORATED I I I Lu LENGTH NOTE:SHEATHING AS PART OF PERFORATED SHEARWALLS OR SHEAR WALL SEGMENT ('"— — — -- w I I ( ( ( SHEARWALL OR SHEAR WALL SEGMENT / (S.W.S.)SHALL BE CONTINUOUS FROM SILL I-1 I I CAD File Name: FOX FINAL 1.1ayout (S.W.S.)SHALL BE CONTINUOUS FROM SILL TO TO TOP PLATE OR ADEQUATELY BLOCKED AT I I JOISTS. J I 1 Architect's Seal I ► 1 L- J - - - - - - - - - - - - - - � - 1 TOP PLATE OR ADEQUATELY BLOCKED AT _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ JOISTS. 1, HOLD DOWNS REQUIRED AT ALL FOUR I I CORNERS OF STRUCTURE UNLESS '— —"r —' '— —` — — — — — — - -J 1 C HOLD DOWNS REQUIRED AT ALL FOUR — — — — — — — — — CORNERS OF STRUCTURE UNLESSOTHE DETA RWISE NOTED. SEE CONSTRUCTION OTHERWISE NOTED.SEE CONSTRUCTION DETAIL EXISTING SLAB ,. f SOILD BLOCKING >00 .. WOOHEAHI ON NAI S>001 L@6 O°CSONTTHENEDGEAND@12MO.C. I i " — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - � i �, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IN THE FIELD IN THE FIELD �i. PLYWOOD SHEATHING WITH 8d COMMON � NAILS @ 6 O.C. ON THE EDGE AND @ 12 O.C. L— — — OLD DOWN HOLD DOWN FOUNDATION DEMOLITION PLAN (PSHEARWALI_ SEGMENT DETAIL (PSHEARWALL SEGMENT DETAIL SCALE: 1/4"= 1'-0" EDWARD KOENIG NOT TO SCALE NOT TO SCALE ARCHITECT �4' � 4' �4' ,, ,,4' PLYWOOD SHEATHING NAILING SCHEDULE �- ROOF SHEATHING WALL SHEATHING FLUSH FRAMED BEAM. SEE O C G O O O THE CONSTRUCTION TYPE FLOOR PLAN FOR BEAM O3 'v 3 21 3 3 2 3 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 DESIGNATION SHALL BE"I","II","III", "IV", SPECIFICATION O FIELD 12"O.C. 12"O.C. 6"O.C. 12"O.C. 12"O.C. OR"V"TO INDICATE THE CEILING JOISTS @ 16"O.C. O2 FOAM BAFFLE CHUTE VENT 6" CONSTRUCTION CLASSIFICATION OF O EDGE 6"O.C. 6"O.C. 6"O.C. 6"O.C. 6"O.C. BETWEEN RAFTERS OF CS20 COIL STRAP AS MFG'D.STRUCTURE UNDER SECTION 602 1 A.ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURED 1"RIGID FOAM INSULATION 3 OF THE BCNYS BY SIMPSON, EXTENDING 2'-0" 2'-0"TYPICAL WITH 8d COMMON O REFLECTIVE RED ROUGH CUAROUND TO EACH SIDE OF BEAM 2 0 (2) (D 0 O O (2) ND CATED ABOVE NAILS OR 10d BOX NAILS. PATTERN AS VENTILATION CHUTETAIR SEAL P,ANTONE#187 O 3 O EXPANING B. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS PERIMETER WITH FOAMSEALANT qMHEM www.E DWARD KO E N I G.C O M 1/2"WIDE STROKE ° ® 0 ® REFER TO"WFCM 2018 NAILING SCHEDULE"ON TITLE SHEET. INSULATION BETWEEN REFLECTIVE WHITE FIELD CEILING JOISTS Architecture Firm: DESIGNATION FOR STRUCTURAL O EDWARD KOEN IG - ARCHITECT OMPONENTS THAT ARE OF TRUSS 1" RIGID FOAM BOARD CONTINUOUS BEAD OF CAULK SEALANT p0 BOX 1051 TYPE CONSTRUCTION d G C � � Q � INSULATION VERTICALLY. f FLOOR FRAMING, INCLUDING 1/R GYPSUM BOARD, FOAM SEAL GAPS 150 VETERANS MEMORIAL HWY. GIRDERS AND BEAMS BOARDS OVERLAPPIN GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN INSULATION BETWEEN "F2" ROOF FRAMING BEAM WITH JOINTS 10 DEG. PITCH,45 DEG. (MAX.) 10 DEG. PITCH,45 DEG. (MAX.) WALL STUDS COMMACK, NY 11725 "F=R" FLOOR AND ROOF FRAMING STAGGERED 631-948-7030 (cell &text) 7 TRUSS INFORMATION SIGN (PFLUSH BEAM STRAPPING DETAIL QDR00F AND WALL SHEATHING NAILING SCHEDULE 10 TOP PLATE AIR SEAL DETAIL Website: www.EDWARDKOENIG.com A-5 SCALE:3"= V-0" SCALE: 1"= 1'-0" NOT TO SCALE SCALE: 1 1'-0" Email: EDKOENIG49@gmail.com A-5 "= JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS Project Title: JOIST SIZE MAX.HOLE MAX.NOTCH DEPTH MAX.END NOTCH STUD SIZE MAX.HOLE MAX.NOTCH DEPTH 2"X 4" NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" ONTINUOUS BEAD OF CAULK SEALANT ONE STORY ADDITION AND RENMAD 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1-13/16" INSULATION BETWEEN STUDS JARED FOX 2"X 10" 3" 1-1/2" 2-3/8" NOTE:IF HOLE IS BETWEEN 40%AND 60%OF STUD DEPTH,THEN STUD 1525 LEEWARD DRIVE 2"X 12" 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE ONTINUOUS BEAD OF CAULK SEALANT SOUTHOLD, NY 11971 DOUBLED AND SO BORED. AVOID SQUARE CORNERS NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS 631-335-0972 IN NOTCHES AND HOLES STUD SIZE MAX. HOLE MAX.NOTCH DEPTH , ° JARED.C.FOX@GMAIL.COM 2"X 4" 2-1/8" 1-3/8" MAX. LENGTH =D/3 D/4 MAX. ° °a ° DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 2"X 6" 3-5/16" 2-3/16" ° D/6 MAX. 2"X 8" 4-3/8" 2-7/8" LOW VOLUME EXPANSION FOAM AT ° ° 2" MIN FROM TOP WINDOW PERIMETER ROUGH OPENING �� a`° CONCRETE SLAB AS AIR BARRIER OVER 6M Sheet Title AND BOTTOM OF 25%MAX.DEPTH OF STUD 0%MAX.DEPTH OF STUD INSULATION AT RIM JOIST, BETWEEN JOISTS MIL CONCRETE RATED VAPOR BARRIER D/4 MAX. JOIST D /3 MAX. O p/3 $ CONTINUOUS FOAM SILL SEALER, FULL -•—'AT ENDS D/6 MAX.,,,,, `{�— MAX. BORED HOLE AND NOTCHES ONTINUOUS BEAD OF CAULK SEALANT ONTINUOUS BEAD OF CAULK SEALANT ° DEMOLITION P LA N�_ i /MAY NOT LOCATED IN SAME BORED HOLE AND NOTCHES a WIDTH OF MUDSILL /C MAY NOT LOCATED IN SAME O CROSS SECTION OF STUD O CROSS SECTION OF STUD a ° BORED HOLE MAX.DIA.NOT TO LOW VOLUME EXPANSION FOAM AT . ° -------CONCRETE FOUNDATION WALL AS AIR BARRIER OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN OUTER IN A SPAN EXCEED 40%OF STUD DEPTH. BORED HOLE MAX.DIA.NOT WINDOW PERIMETER ROUGH OPENING BORING AND NO NOTCHING HERE BORING AND MAINTAIN 5/8"MIN.FROM EDGE TO EXCEED 60%OF STUD INSULATION BETWEEN STUDS NOTCHING BORED HOLES NOTCHING OF BORING TO EDGE OF STUD, DEPTH.MAINTAIN RI MIN. ALLOWED ALLOWED ALLOWED FROM EDGE D.BORING TO NOTED= DEPTH OF JOIST(INCHES) EDGE OF STUD. WINDOW HEADER & RIM JOIST BOTTOM PLATE ON SLAB Drawing No. 11 NOTCHING LIMITATIONS LOAD BEARING STUDS NON-LOAD BEARING STUDS 12 AIR SEAL DETAIL 13 WINDOW SILLAIR SEAL DETAIL (NAIR SEAL ING DETAIA=5 A-5 NOT TO SCALE ' SCALE: 1"= V-0" '4-5 SCALE: 1"= V-0" SCALE: 1"= V-0" OF 17 SHEETS I Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an ATTIC INSULATION DEMOLITION PLAN KEYNOTES "architectural work" under section 102 of the copyright act, 17 MANUFAACTUCTT RERS RECESSED _ _ _ _—_ _— _ NO. NOTE U.S.A. as amended December 1990 and known as Architectural LIGHT ENCLOSURE — — — -- — — — Works Copyright Protection Act of 1990.These drawings are qnn01 REMOVE ALL KITCHEN APPLIANCES AS SHOWN. provided as an instrument for construction for the construction FILING JOIST BEYOND I°I 1°1 04 07 project at the address shown on the title block of the drawings and PI DECK I°I O REMOVE ALL COUNTER TOPS AND CABINETRY MILLWORK AS they may not be used for any project other than that listed at the EXPANDING FOAM SEALANT AT r 02 REQUIRED. address shown on the title block without the written consent and °I — — — — — A compensation of the architect.This protection includes but is not PERIMETER - - — 03 REMOVE STAIRS COMPLETELY. PROVIDE TEMPORARY BRACING limited to the overall form as well as the arrangement and _ AND SUPPORT AS REQUIRED. composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home �� I REMOVE WALLS DOORS AND WINDOWS AS SHOWN. PROVIDE 1 O � I I— 04 represented, can legally result in the cessation of construction or nu�U`z-) = �� _ I ('�l TEMPORARY BRACING AS REQUIRED. buildings being seized and/or monetary compensation to Edward — — 1 co O Koenig. 1/2"GYPSUM BOARD CEILING lL — — — — cn 05 REMOVE EXISTING FURNACE AND WATER HEATER. N - w SHEET IN �/ CONTINUOUS BEAD OF CAULK 1 9 \ z I I ` Z U- 06 REMOVE OIL TANK. D EX SEALANT(TYPICAL) NO. TITLE o \ 1 -� — I I I L`' --I u. A-1 CODE SHEET w EXISTING BDRM#4 O 07 REMOVE ALL PLUMBING FIXTURES AND CAP PLUMBING BELOW A-2 SPECIFICATIONS U O FINISHED FLOOR. RECESSED LIGHT FIXTURE 1 ��'r� ��' I / p O A-3 LEGENDS& PLUMBING RISER DIAGRAMS Z ` ( ` �� I II Z A-4 THERMAL PLANS � (� co H A-5 DEMOLITION PLANS 1 _ w s w �� I I /' � II � X A_6 DEMOLITION PPLANS A-6 SCALE: 1-1/2"= V-0" w A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN A-10 ROOF PLAN A-11 ELECTRICAL PLANS W — — — — / A-12 ELECTRICAL PLANS OOD TRIMMER BEYOND A-13 ELECTRICAL PLANS j= = A-14 ELEVATIONS WOOD HEADER A-15 ELEVATIONS C0 A-16 SECTIONS INSULATION BETWEEN JOISTS 4 v� c~n `� A-17 SCHEDULES O ° ° ° ° ° ° - ° ° - - ° O 4" RIGID FOAM BOARD INSULATION � 1� // II / w II ? / W (R-30 MIN.) W w u_ TRIM OPENING TO WITHIN 1/2"OF L) 11' -0 EACH SIDE OF FOAM INSULATION LEVEL O Z OPEN BELOW Z 0 C7 XCLOSET X EXISTING BDRM#3 1/2"GYPSUM BOARD Z w w CD u~iy NO. DESCRIPTION DATE TRIM X W w 57<W 1 ISSUED FOR DESIGN COMMENT. 6-17-23 PERIMETER NEOPRENE WEATHER STRIPPING GASKET 2 ISSUED FOR DESIGN COMMENT. 7-5-23 FASTEN ACCESS PANEL SNUG TO 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 TRIM WITH PERIMETER SCREWS O 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 ACCESS PANEL 4 REVISED PER TOWN COMMENTS AND 10-3-23 A-6 REISSUED FOR PERMIT. eA TI HAT HAIR EA DETAI L SCALE: 1-1/2"= V-0" SECOND FLOOR DEMOLITION PLAN SCALE: 1/4"= V-0" INTERIOR WOOD FRAMED WALL CAD File Name: FOX FINAL 1.1ayout GYPSUM BOARD Architect's Seal 2"X 4" END STUD 1"X 6" BLOCKING INSULATED EXTERIOR WALL 0 or- ° INTERSECTION OF INTERIOR ° EXISTING DECK gWALL INTO EXTERIOR WALL o 03 01 07 U EDWARD KOENIG SCALE: 1-1/2"= V-0" 13 ° ARCHITECT -VINYL SIDING �I II // _ L_JL RIGID FOAM BOARD INSULATION OVER - -TYVEK HOUSEWRAP.ALL HOUSEWRAP I I I —T-I O I I I I SEAMS TO BE TAPED AND SEALED J I J I 0 I I I rt —1 —r T T t—I'1-T —r mt 1—i I I I EXISTING KITCHEN 1 r ��i� O PLYWOOD WALL SHEATHING 11 \ i 11N I I I I I I I 1 I I I -1 I I 1 z I I L. — EXISTING BDRM#1 0 1 I 1 1 I I I I P IJL JL­ SEAL HORIZONTAL WITH C OF CLOSED CELL OD CAI 1 X I I 11 REF. I I Z www.EDWARDKOEN IG.COM WALL SHEATHING WITH CLOSED CELL U � X SPRAY FOAM, 1 MINIMUM DEPTH w w ' cn �I00 11 "" so I 1 — — — / CLOSET \ w .Architecture Firm: xloFIBER WALLSTUDS GATT INSULATION BETWEEN wl~ I ( I L — — — _ GLASS EDWARD KO NICE ARCHITECT I 11— — — — �-- - - - ~ _ - - _ = PO BOX1051 —1/2"GYPSUM BOARD 1 I 1 �\ 1150 VETERANS MEMORIAL HWY. I 1 04 �11 11 COMMACK, NY 11725 / 631-948-7030 (cell & text) 4 PLYWOOD JOINT AIR SEAL DETAIL I I U) Website: www.EDWARDKOENIG.com A-6 0 Email: EDKOENIG49@gmail.com SCALE: 1-1/2" = V-0" I I I -, O II o J EXISTING LIVING Project Title: CLOSED CELL INSULATION 1/2" EXISTING GARAGE I I I THICK MINIMUM AT ALL BOX ) I 1 z EXISTING STUDY ONE STORY ADDITION AND RENON AT- BEAMS (TYPICAL) DO I 1 DARED FOX X � ~ CLOSED CELL INSULATION 1/2" (D I 1 w ` �4 w 1525 LEEWARD DRIVE THICK,4"WIDE MINIMUM OVER z o ALL SEAMS (TYPICAL) r — — — — — — W10 1 ( SOUTHOLD, NY 11971 W I �1w 11 631-335-0972 PLYWOOD SHEATHING I I z1ER P \ JARED.C.FOX@GMAIL.COM o (TYPICAL) 1 I c~nim U)k — DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 EXTERIOR WALL STUDS 1 1 w10� 0 (TYPICAL) O Sheet Title J I I I a zOf BOTTOM PLATE OVER ROUGH DEMOLITION PLAN — — — FLOOR SHEATHING 1 i 1 w Du- CLOSED CELL INSULATION 1/2" 1 J/ w 70 THICK MINIMUM AT ALL BOX = � _ _ _ _ _ _ _ � _ — ❑ BEAMS (TYPICAL) MUD SILL OVER FOAM SILL SEALER FOUNDATION WALL FIRST FLOOR DEMOLITION PLAN Drawing No. A-6 PLYWOOD JOINT SEALING DETAIL SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" A=6 OF 17 SHEETS I I • 1"MIN.AND 3"MAX. t'O.C.MAX. Copyright of Architectural Drawings-These plans are protected by #8 SCREWS @ 12"O.C.AND V MIN.AND 2-1/2"MAX. FROM CORNERS,WITH 1-1/4"MIN. PENETRATION INTO WOOD " o 0 0 0 0 0 0 o FOUNDATION PLAN KEYNOTES federal law and are subject to copyright protection as an 0 o WALL. REINFORCE WITH 2 X 4 BRACING AS SHOWN AT architectural work under section 102 of the copyright act, 17 rj — _ _ _,� THE MIDDLE AND BOTTOM OF THE STORM NO. NOTE CODE REF. U.S.A.as amended December 1990 and known as Architectural III III FOUR 1/4" PRESSURE RELIEF HOLES IN THE CENTER OF THE PLYWOOD TO RELIEVE PRESSURE DURING HURRICANE SHUTTER. SECURE 2"X 4"TO STORM SHUTTER 0 0 16 X 8' POURED CONCRETE FOOTING 3500 Works Copyright Protection Act of 1990.These drawings are PSI AT 28 DAYS MIN.WITH 2 #5 REBAR 0 ° PANEL WITH 2" LONG#8 WOOD SCREWS @ 12" O.C. ( ) provided as an instrument for construction for the construction III I I 7/16" MIN.THICKNESS EXTERIOR GRADE PLYWOOD SHEATHING STORM SHUTTER WITH MAXIMUM CLEAR SPAN OF 8'-0". MAX. 01 BEARING ON UNDISTURBED VIRGIN SOIL 3'-0" project at the address shown on the title block of the drawings and EACH STORM SHUTTER PANEL TO BE CLEARLY LABELED TO EACH CORRESPONDING WINDOW/DOOR ON THE 0 ° ° DEEP MINIMUM. REBAR CONCRETE they may not be used for any project other than that listed at the III II -------PLUMBING PIPE ° RESIDENCE FOR PROPER COORDINATION AND PLACEMENT. SHUTTERS AND BOLTS TO BE STORED IN AN EASILY COVERAGE TO BE 3" MIN..—_ — — — — — — — — — _ address shown on the title block without the written consent and °II I III° ACCESSIBLE AND DRY LOCATION. 3-1/2" DIA. STEEL LALLEY COLUMNS LOCATED compensation of the architect.This protection includes but is not UNDER POINT LOAD FROM ABOVE, OVER 2'-6" limited to the overall form as well as the arrangement and I7- — ELECTRICAL WIRE I �— ——--— J— T I ASHED LINE REPRESENTS WINDOW BEYOND ° ° 0 02 X 2'-6"X 10"POURED CONCRETE PAD WITH#5 composition of spaces and elements of the designs. Under such DOUBLE TOP PLATE o II I III 0 REBAR @ 11"O.C. EACH WAY(3 MINIMUM), protection, unauthorized use of these plans,work or home BEARING ON VIRGIN UNDISTURBED SOIL. represented, can legally result in the cessation of construction or III I I ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS 0 o SAWCUT NEW 24"X 16"ACCESS OPENING SECTION bungs being seized and/or monetary compensation to Edward EXPANDING FOAM SEALANT 0 II I III 0 PER R613.6, R301.2.1.2,AND AS DETAILED HEREIN. 03 R408.4 Koenig. WITH GALV, METAL LOCKING COVER. 2020 RCNYS AROUND PENETRATION III III WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH (11 MM)AND A MAXIMUM SPAN OF 8 FEET(2438 MM) 26" LONG 5/8" REBAR DOWELS WITH 7" MIN. _JJ SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT — — o o — — — —01 <04> EMBEDMENT V-6"O.C. VERTICALLY. MINIMUM SHEET INDEX WIRE SECURED TO STUD 10 0 0 o SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT THREE. EPDXY SOLID). SECTION NO. TITLE WITH THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. MULTIPLE PLYWOOD SHEET TORAH SHUTTER NATION VFW PROVIDE ACCESS OPENING AREAWAY, A-1 CODE SHEET STUD ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN FOR OPENINGS LARGER THAN A SINGLE SHEET OF PLWYOOD, SECURE 2"X 4"BRACING AT MIDDLE AND 05 MINIMUM 16"X 24". R408.4 A-2 SPECIFICATIONS SINGLE PLYWOOD SHEET 2020 RCNYS ACCORDANCE WITH TABLE R301.2(2).ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BOTTOM OF PLYWOOD EVENLY SPACED,WITH THE 3-1/2"SIDE ATTACHED TO THE INSIDE OF THE STORM A-3 LEGENDS&PLUMBING RISER DIAGRAMS GARAGE SLAB-4" POURED CONCRETE A-4 THERMAL PLANS 130 MILES PER HOUR(58 M/S). 12 AIR SEAL DETAIL AT BOTTOM OR TOP STORM SHUTTER ELEVATION V BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET(10 058 MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED SHUTTER.ATTACH THE 2"X 4"S TO THE STORM SHUTTER WITH 2"LONG 10 GAUGE GALV.WOOD SCREWS @ FLOOR SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F.O.C. BEFORE INSTALLING THE SHUTTER. 06 OVER 4"COMPACTED CRUSHED GRAVEL. A-5 DEMOLITION PLANS O PITCH FLOOR SLAB 1/8" PER FOOT TOWARDS A-6 DEMOLITION PLANS @PLATE UTILITY PENETRATION @GLAZED OPENING PROTECTION DETAILS GARAGE DOORS. A-7 FOUNDATION PLAN SCALE: 1-1/2"= V-0" SCALE: 1/2"= V-0" FOUNDATION WALL-8" POURED CONCRETE A-8 FIRST FLOOR CONSTRUCTION PLAN FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. A-9 SECOND FLOOR CONSTRUCTION PLAN 07 WITH#5 REBAR HORIZONTAL AT TOP OF A-10 ROOF PLAN A-11 ELECTRICAL PLANS A-12 ELECTRICAL PLANS CORNERS. TUB UNIT WALL AND CONTINUOUS AT CERAMIC TILE SURROUND-BEYON SECTION A-13 ELECTRICAL PLANS _ SAWCUT NEW OPENING FOR GALV. OR R480.1 AND A-14 ELEVATIONS CERAMIC TILE SURROUN 08 STAINLESS STEEL CRAWLSPACE VENT WITH R408.2 A-15 ELEVATIONS INSECT SCREEN. A-16 SECTIONS I I I SCHEDULES 1/2"CEMENT BACKER BOAR A C INTERIOR LEDGER:2"X X" LEDGER BEAM I 2020 RCNYS A-17 09 BOLTED TO STRUCTURE WITH 1/2" DIA. BOLTS CONTINUOUS BEAD OF CAULK SEALANT-,,,,, A-16 A-16 AV-6"O.C. "STAGGERED". 2"X 4"BLOCKING AT STUD CAVITY MECHANICALLY CONNECT PROPOSED SLAB EXTERIOR I I WALL 10 TO EXISTING FOUNDATION WALL WITH#5 I I �� O REBAR DOWELS, 4" MIN. EMBEDMENT @ 24" INSULATED EXTERIOR WALL--_._ O.C. EPDXY SOLID INTO EXISTING). LOW VOLUME I I I I 3-1/2"DIA. EXTERIOR SHEATHING STEEL LALLEY COLUMN OVER 12"X EXPANDING FOA 1'_6" 04 I I I 11 12"X 10" POURED CONCRETE PAD, BEARING 1/4"THIN PROFILE WALL SHEATHING UNDER BATHTU ON VIRGIN UNDISTURBED SOIL, LU CONTIN. BEAD OF CAULK SEALANT TYPICAL BASE I — — — — — — — — — -_ — — — — I I I — — — — — — — — — — — — — — — — — — — — — —• — 12 OPENINFILL G ING GARAGE DOOR MASONRY WITH8 CONCRETE BLOCK O BEST DATE ( - - - - - - - - - - - - - - -- - - — — — .- -. — ,. NO. DESCRIPTION PLYWOOD FLOOR SHEATHING MATCH EXISTING. 1 ISSUED FOR DESIGN COMMENT. 6-17-23 r-- — — — — — — — — — — — — I ALIGN FOUNDATION WITH CANTILEVERED WOOD FLOOR JOISTS i� = 13 FLOOR OVERHANG ABOVE 2 ISSUED FOR DESIGN COMMENT. 7-5-23 INSULATION AT RIM JOIST K 0 INSTRUCTIONS MANUALS FOR NEW I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 ~ ¢ I 14 MECHANICAL SYSTEMS TO BE ON SITE FOR 1/2"GYPSUM BOAR D 2 28 cq O X p I I INSPECTION. 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 WALLASSEMI3LY BELOW 14 I 0 z w O c7 O I 15 LINE OF FLOOR CANTILEVER ABOVE @BATHTUB AIR SEAL DETAIL I I W" RELOC. v I'- < w o ? ISCALE: 3/4"= V-0" I I OIL Q O n OJ + I �- - - - - a -� cn0 - I � � o0 CERAMIC TILE SURROUND-BEYON Z rn H � 1/2" CEMENT BACKER BOAR f— — — — — — — — — — — X I II W 02 I CERAMIC TILE SURROUND--, CAD File Name: FOX FINAL 1.1a out EXTERIOR SHEATHING I I _ EXISTING BEAM _ _ _ $— _ _ _ _ _ I Y INSULATED EXTERIOR WALL----,-. I ( I EkISTING CELLAR I I Architect's Seal CONTINUOUS BEAD OF CAULK SEALANT L W OL M 2"X 4" BLOCKING AT STUD CAVITY EXTERIOR WALL U D R BATH UB I I I p 1/4"THIN PROFILE WALL SHEATHING I 2"X 8"FLOOR JOISTS @ 16"O.C. (DOU I E ERY OTHER) (n 31 25 0 (( p CONTINUOUS BEAD OF CAULK SEALANT, I I 09 I O > (TYPICAL) I I it - - -� .,. ....� PLYWOOD FLOOR SHEATHING _ u- _ _ o WOOD FLOOR JOISTS r I I II �I — — = INSULATION AT RIM JOIST ( I I 19'-7" 3'-4" 4'-7" 1' —3'=4"— 5'-7" 8'-6" I W - 00 - 1/2"GYPSUM BOAR — 11 I I WALL ASSEMBLY BELOW---" @SCALE:SHOWER PAN AIR SEAL DETAIL 7 ­7 = 1 11T - - - - - -� ­ ­ ­­ , " ' t —J I EDWARD KOENIG (2) 1-3/4"X 7-1/ "LVL BEAM FLUSHZ � MP 3/4"= 1'-0" I A15 08 I I I - - - - - - - - - - - - - - - - - - - - L- - - - --Irh - - - - - - - - - - - - -� ARCHITECT � ifl 7 O 0 I ( O r- I I EXISTING SLAB I EGRESS 04 13 15 � Cl) I L - - - - - - co - - J - - - - - - - - - - - - - - - - - - - J WELL A14 MASTIC AT INNER LINER 04 — 1 — - - - - - - - - - - - - - - - - - - I I INSULATED FLEXIBLE DUCT I L - J I C I 04 12 15 10 I 05 i I I �Y I www.EDWARDKOENIG.COM `• TIE AT INNER LINER ( I I I Architecture Firm: TIE AT OUTER LINER DUCT BOOT I I I I I I EDWARD KOE.N_I.G - ARCHITECT PO BOX 1051 150 VETERANS MEMORIAL HWY. I I I COMMACK, NY 11725 PROPCSEDSLAB 631-948-7030 (cell &text) P AIR SEAL AT DUCT BOOTWebsite: www.EDWARDKOENIG.com N SCALE: 1-1/2"= V-0" I ( I I N Email: EDKOENIG49@gmail.com I I A-16 13 Project Title: B 01 I I I A.16 2"X 4"STUDS @ 16"O.C. I I I IONE STORY ADDITION AND RENOVAIII 1/2"GYPSUM BOARD 07 I I I JARED FOX 1525 LEEWARD DRIVE KRP,FT PAPER BACKED INSULATION I "' I I I SOUTHOLD, NY 11971 BETWEEN STUDS ' ' 631-335-0972 I I • I JARED.C.FOX@GMAIL.COM (2)LAYERS 2" RIGID FOAM BOARD DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 INSULATION INSTALLED DURING FRAMING Sheet Title L- - - - - - - - - - - 8' ' M.°.X ° FOUNDATION PLAN � 7'-0" 7'-0" 21'-11" 2'-6" J 6'-8" 14'-9" EXTERIOR WALL 59-g SHEATHING A C 1 THREE STUD CORNER A-16 A-16 A-14 Drawing No. 6 INSULATION DETAIL FOUNDATION PLAN A-7 SCALE: 1-1/2"= V-0" SCALE: 1/4"= V-0" A=7 OF 17 SHEETS i CONSTRUCTION PLAN KEYNOTES federCopyal ht law an arectural Drawings-These plans are protected by ABASE MOLDING federal law and are subject to copyright protection as an FINISH FLOORING OVER NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 ROUGH FLOOR SHEATHING PROVIDE RAILING ADJCENT TO WINDOW WELL U.S.A. as amended December 1990 and known as Architectural FOR FALL PROTECTION: 36" HIGH WROUGHT IRON Works Copyright Protection Act of 1990.These drawings are 01 RAILING WITH 1/2"X 1/2"VERTICAL SPINDLES @ 3- SECTION R312 provided as an instrument for construction for the construction FULL 1/2" O.C. (MAXIMUM CLEAR OPENING TO BE LESS 2020 RCNYS project at the address shown on the title block of the drawings and THAN 4"). they may not be used for any project other than that listed at the EQUALLY SPACED PROVIDE CLOSETS WITH WIRE SHELF AND COAT address shown on the title block without the written consent and RISERS 8-1/4"MAX., 02 ROD. compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and NO VARIATIONS 30"X 22"ATTIC ACCESS HATCH OR 54"X 22-1/2" SECTION R807.1 composition of spaces and elements of the designs. Under such GREATER THAN 3/8" protection, unauthorized use of these plans,work or home PR MIN.TO .NO represented,can legally result in the cessation of construction or MAX.NOSING 03 DROP DOWN ATTIC STAIRS. 2020 RCNYS PROJECTION.NO DOUBLE JOIST HEADER AND TRIMMER FOR buildings being seized and/or monetary compensation to Edward VARIATION 04 g g �' p GREATER THAN 3/8" STAIRS FLOOR OPENING. Koenig. NO VARIATION 05 PROVIDE LINEN CLOSET WITH ADJUSTABLE WIRE 9" MIN. GREATER THAN 3/8" SHELVES ON WALL MOUNTED STANDARDS. HEET INDEX GARAGE WALLS 1/2"GYPSUM BOARD AND 2020 RCNYS NO. TITLE SOFFIT B I 06 CEILINGS 5/8"TYPE"X", TAPED AND SPACKLED. SECTION A-1 CODE SHEET FULL COVERAGE 1/2" R302.6 A-2 SPECIFICATIONS GYPSUM BOARD O 07 TIE DOWN TO SLAB. SEE DETAIL 5/A-3. A-3 LEGENDS& PLUMBING RISER DIAGRAMS A-4 THERMAL PLANS BOTTOM OF STAIRS A-5 DEMOLITION PLANS 08 (3)2"X 4"POST STRINGER A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 3-1/2" DIA. STEEL COLUMN WITH SOLID BLOCKING A-8 FIRST FLOOR CONSTRUCTION PLAN TWEDGED AND GLUEDI'-�A AND RISERS I R 09 TO FOUNDATION WALL BELOW.. A-9 SECOND FLOOR CONSTRUCTION PLAN INTO STRINGER A-10 OF PLAN A-11 ELECTRICAL PLANS NOTE:ALL STAIR CONSTRUCTION SHALL COMPLY WITH IRC A-12 ELECTRICAL PLANS A-13 ELECTRICAL PLANS 2015SECTIONSR311 AND 3 A-14 ELEVATIONS ° A-15 ELEVATIONS gINTERKDEI-M-AIR DETAIL A-16 SECTIONS ° EE DOORANDWINDSCALE: 1" = V-0" OR STRUCTURAL HEADER SPECIFICATIONS ° A-16 ° ° - - ° ° ° ° ° IU - - 30'-7" 1 1 2 4 3 11 NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN COMMENT. 6-17-23 DNv ° 03 2 ISSUED FOR DESIGN COMMENT. 7-5-23 3'-6" 21'-9" 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 m ~ I- 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 0 Cn N I PROPOSED KITCHEN 10 4 REVISED PER TOWN COMMENTS AND 10-3-23 0'0 o O REISSUED FOR PERMIT.0 ; - -� _ ° O U- rSIG BA Al EXISTING BDRM#1 LL O I 1 4'-0" I (D I Z 1)7 Z 1- I I I I PROPOSED L49rr j w w 02 CLOSET 12 W CAD File Name: FOX FINAL 1.1ayout 0o Q m, 5 -3/4' X 7 /4" LVL BEAM WITH 4 3/4" STEEL FLITCH PLATES _ _ iv nJ -�` B TE WI 1/2" DIA. BOLTS @ V-6"O.C. "STAGGERED"(FLUSH)OR 09 14 Architect's Seal W m w l '3 L BEAM (FLUSH) 2'-7" LL co --�. 05 1 04 15 3 n 0 - C." O PROPOSED DINING 02 LINEN O 07 1 O -� U- 26 0 � ti7G �Or EXISTING STUDY o — — 0 Cl Z — — 17 u- H Ur Cl) Z 09 I w O O 4 F- 4 X W 06 i Pi i 16 EDWARD KOENIG 4 r- O ARCHITECT / 2"X 6" ILI °JOI @ 16" C. oo - 00 - - c � MUD ROOM EXISTING R/O SLAB —uJ O NI EGRESS J x _ /N%6 2 1-3/4_X 9-1/2" LVL BEAM (FLUSH _ N - WELL _ EXISTING ROOF BEAM u u I I 30 07 I EIN 1 � 01 1 �a S} www.EDWARDKOENIG.COM (� Architecture Firm: EDWARD KOE.N_IG - ARCHITECT PO BOX 1051 2"X 6"CEILING.JOISTS @ 16"O.C. N b) 150 VETERANS MEMORIAL HWY. N COMMACK, NY 11725 06 PROP 631-948-7030 (cell &text) Website: www.EDWARDKOENIG.com N N Email: EDKOENIG49@gmail.com M N Q m B CD A-16 0 O A-B16 Project Title: � _ Z_ !6F QNE STORY ADDITION AND RENO 'AT U JARED FOX N 1 2 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAT L.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title I PERFORATED PERFORATED FIRST FLOOR SHEAR WALL LINE __- 1 SHEAR WALL LINE - 9 7�- -CONSTRUCTION PLAN 4'-0" A B 6. w J 07 A 07 0 f C 1 A-16 A-16 A-14 Drawing No. OQ 0Of FIRST OOR CONSTRUCTION PLAN A wl= Z Lu wl= z_ SCALE: 1/4" = V-0" A=8 d1fn J D-i(n J OF 17 SHEETS i Copyright of Architectural Drawings-These plans are protected by CONSTRUCTION PLAN KEYNOTES federal law and are subject to copyright protection as an NO. INOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 PROVIDE RAILING ADJCENT TO WINDOW WELL U.S.A. as amended December 1990 and known as Architectural Works Copyright FOR FALL PROTECTION: 36" HIGH WROUGHT IRON PYht Protection Act of 1990.These drawings are g 01 RAILING WITH 1/2"X 1/2"VERTICAL SPINDLES @ 3- SECTION R312 provided as an instrument for construction for the construction 1/2"O.C. (MAXIMUM CLEAR OPENING TO BE LESS 2020 RCNYS project at the address shown on the title block of the drawings and THAN 4"). they may not be used for any project other than that listed at the PROVIDE CLOSETS WITH WIRE SHELF AND COAT address shown on the title block without the written consent and 02 ROD. compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and 30"X 22"ATTIC ACCESS HATCH OR 54"X 22-1/2" SECTION R807.1 composition of spaces and elements of the designs. Under such 03 DROP DOWN ATTIC STAIRS. 2020 RCNYS protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or 04 DOUBLE JOIST HEADER AND TRIMMER FOR buildings being seized and/or monetary compensation to Edward STAIRS FLOOR OPENING. Koenig. PROVIDE LINEN CLOSET WITH ADJUSTABLE WIRE 05 SHEET INDEX SHELVES ON WALL MOUNTED STANDARDS. GARAGE WALLS 1/2"GYPSUM BOARD AND 2020 RCNYS NO. TITLE 06 CEILINGS 5/8"TYPE"X",TAPED AND SPACKLED. SECTION A-1 CODE SHEET R302.6 A-2 SPECIFICATIONS A-3 LEGENDS& PLUMBING RISER DIAGRAMS 07 TIE DOWN TO SLAB. SEE DETAIL 5/A-3. A-4 THERMAL PLANS A-5 DEMOLITION PLANS 08 (3)2"X 4" POST A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 09 TO F UN A-8 FIRST FLOOR CONSTRUCTION PLAN STEEL COLUMN WITH SOLID BLOCKING A-9 SECOND FLOOR CONSTRUCTION PLAN TO FOUNDATION WALL BELOW.. A-10 ROOF PLAN A-11 ELECTRICAL PLANS A-12 ELECTRICAL PLANS A-13 ELECTRICAL PLANS A-14 ELEVATIONS A-15 ELEVATIONS A-16 SECTIONS A C A-17 SCHEDULES A-16 A-16 SEED OR AND WINDOW SCHEDULES FOR STRUCTURAL HEADER SPECIFICATIONS 5'-11" 3'-4" 9'-5" 27'-9" 35 9 5 NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN COMMENT. 6-17-23 ' I 27 U) 0[ I o 2 ISSUED FOR DESIGN COMMENT. 7-5-23 10 I— o I (q 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 O � 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 0 O zEXISTING -� J I o 0 4 REVISED PER TOWN COMMENTS AND 10-3-23 U I K REISSUED FOR PERMIT. Z 0 L _ � EXISTING BDRM#4 cn z 0 W (n X LINEN 2141 w EXI 3TING CEILING BEAM (FLUSH) _ 24 20 19 CAD File Name: FOX FINAL 1.layout 26 EXISTING BDRM#2 2 Architect's Seal 23 2 C D ARCS O t-- A O OPEN BELOW j'",%=r �.. ......� Z — W CLOSET D — Z EXISTING BDRM#3 ° I X W — D X W EDWARD KOENIG ARCHITECT 4 2 - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A-15 � A-14 www.EDWARDKOENIG.COM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Architecture Firm: EDWARD KOEN_IG - ARCHITECT - - - - - - - - - - - - - - - - - - - - - - - PO BOX 1051 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 631-948-7030 (cell & text) Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmail.com B A-16 AB 6 Project Title: ONE STORY ADDITION AND RENO AI - - - - - - - - - - - - - - - - - - - - - - - JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title SECOND FLOOR CONSTRUCTION PLAN r A C 1 A-16 A-16 A-14 Drawing No. SECOND FLOOR CONSTRUCTION PLAN SCALE: 1/4"= V-0" A=9 OF 17 SHEETS i ROOF PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 PORCH GABLE CONSTRUCTED OF 2"X U.S.A.as amended December 1990 and known as Architectural 01 8" RIDGE, 2"X 6" ROOF RAFTERS @ 16" Works Copyright Protection Act of 1990.These drawings are O.C.AND 2"X 4"COLLAR TIES @ 16" provided as an instrument for construction for the construction O.C. project at the address shown on the title block of the drawings and 240#ARCHITECTURAL ASPHALT OR they may not be used for any project other than that listed at the FIBERGLASS ROOF SHINGLES OVER address shown on the title block without the written consent and 02 30#ROOFING FELT ON 1/2"'CDX' compensation of the architect.This protection includes but is not PLYWOOD ROOF SHEATHING(NO limited to the overall form as well as the arrangement and ALTERNATIVES WILL BE ACCEPTED composition of spaces and elements of the designs. Under such FOR PLYWOOD ROOF SHEATHING) protection, unauthorized use of these plans,work or home HATCHED AREA INDICATES ROOF TO represented, can legally result in the cessation of construction or RECEIVE SELF ADHESIVE ICE BARRIER buildings being seized and/or monetary compensation to Edward FROM INSIDE EDGE OF EXTERIOR Koenig. 03 WALL TO 3'-0" UP ROOF. EXTEND ICE 2020 RCNYS BARRIER FOR CONTINUITY TO FASCIA R905.1.2 SHEET INDEX BOARD AND GUTTER ASSEMBLY. SEE THERMAL AND MOISTURE NO. I TITLE SPECIFICATIONS(TYPICAL). A-1 CODE SHEET LINE OF WALL BELOW A-2 SPECIFICATIONS 04 A-3 LEGENDS&PLUMBING RISER DIAGRAMS A-4 THERMAL PLANS 05 PROVIDE REQUIRED FLASHING AT 2020 RCNYS A-5 DEMOLITION PLANS WALL TO ROOF INTERSECTION. R903.2.1 A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 06 VALLEY FLASHING A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN 07 CONTINUOUSLY VENTED ROOF RIDGE 2020 RCNYS A-10 ROOF PLANR806 A-11 ELECTRICAL PLANS A-12 ELECTRICAL PLANS A-13 ELECTRICAL PLANS A-14 ELEVATIONS A-15 ELEVATIONS A-16 SECTIONS A-17 SCHEDULES A C A-16 A-16 NO. DESCRIPTION DATE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� 1 ISSUED FOR DESIGN COMMENT. 6-17-23 2 ISSUED FOR DESIGN COMMENT. 7-5-23 WI 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 W H u_ u_ 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 LL LL W O O O 0 N z z w z W V7 U' z W F- w I CAD File Name: FOX FINAL 1.1ayout • 07 I EXISTING ROOF RIDGE EXISTING ROOF RIDGE I Architect's Seal r17 ID z I < F z 04 coco TY\ X WCn co LL W Cy- Lu W Q H 40— I �\ .. , ..,.. R' LL / \ LL o o �y � \ I �\ N E\N r \ ~ z �� / \ w cn W EDWARD KOENIG 4 _ - - - - -� ; 2 ARCHITECT 06 I � . A-15 6 1 - - - - - - - - � i I 6 O O All X i I '�°a W I I 01 03 I www.EDWARDKOENIG.COM Architecture Firm: I EDWARD KOENIG - ARCHITECT PO BOX 1051 150 VETERANS MEMORIAL HWY. I COMMACK, NY 11725 631-948-7030 (cell &text) Website: www.EDWARDKOENIG.com I Email: EDKOENIG49@gmail.com I B B A-16 A-16 Project Title: I -7--J7- ONE STORY ADDITION AND RENO AD JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 6 JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 I Sheet Title I ROOF PLAN A C 1 A-16 A-16 A-14 Drawing No. .ROOF PLAN SCALE: 1/4"= V-0" Aml 0 OF 17 SHEETS I Copyright of Architectural Drawings-These plans are protected by ELECTRICAL PLAN KEYNOTES federal law and are subject to copyright protection as an architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural SECTION R314.2.3 Works Copyright Protection Act of 1990.These drawings are GRASPABLE HANDRAIL(SECTION 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and STAIRS WITH 4 OR MORE RISE S — — — — — PROVIDE SMOKE DETECTORS, HARD they may not be used for any project other than that listed at the (SECTION R311.7.8). WIRED WITH BATTERY BACK UP, IN address shown on the title block without the written consent and HANDRA SHALL EACH BEDROOM,AND IN EACH compensation of the architect.This protection includes but is not CONTINUOUS ON AT L ST O — — — — — COMMON HALLWAY ON EACH FLOOR F- >- limited to the overall form as well as the arrangement and SIDE OF STAIRS TO E. OF HOUSE. INTERCONNECT ALL = Z composition of spaces and elements of the designs. Under such POSTS OR SAFETY TER AL w � — _ _ _ — DETECTORS SO WHEN ONE SIGNALS, 2020 RCNYS R314 protection, unauthorized use of these plans,work or home (R311.7 .8. 36" MIN. ALL WILL SIGNAL. SMOKE ALARMS 7- 0 02 represented,can legally result in the cessation of construction or 3-0 MIN. p N SHALL BE INSTALLED NOT LESS THAN 2020 FCNYS o CLEAR WIDTH ABOVE buildings being seized and/or monetary compensation to Edward Q N 30 HORIZONTALLY FROM THE DOOR 907.2.10.2 NL5 BELOW RAILING— Koenig. OR OPENING OF A BATHROOM THAT CLEAR OPENING SHALL = c� PREVENT PASSAGE OF (4" DIA. I I 0,- P-� CONTAINS A BATHTUB OR SHOWER AT LANDINGS AND 4-3/8"DIA ON I I w — — — UNLESS THIS WOULD PREVENT SHEET INDEX STAIRS), SPHERE THROUGH U GUARDS.VERTICAL SPINDLEPLACEMENT OF A SMOKE ALARM BY THIS SECTION. NO. TITLE z Z — — — — — PROVIDE CARBON MONOXIDE A-2 SPECIFICATIONS BALUSTERS GUARD AND FALL 0 A-1 CODE SHEET PROTECTION TO COMPLY WITH - U DETECTOR, HARD WIRED WITH w BATTERY BACKUP, IN EACH COMMON SECTION 915 A-3 LEGENDS & PLUMBING RISER DIAGRAMS SECTION R312 OF 2020 RCNYS 9" 31-1/2" MIN. HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS INTERCONNECT ALL DETECTORS SO A-5 DEMOLITION PLANS CLEAR OPENING CREATED B )RAILING ON ONE SID WHEN ONE SIGNALS ALL WILL SIGNAL. A-6 DEMOLITION PLANS TRIANGULAR STAIR RISER — — — — — A-7 FOUNDATION PLAN AREA SHALL PREVENT A-8 FIRST FLOOR CONSTRUCTION PLAN PASSAGE OF 6" DIA. SPHERE — — — — NOTE: A-9 SECOND FLOOR CONSTRUCTION PLAN AS PER SECTION R312.1.3 A-10 ROOF PLAN EXCEPTION#2 OF 2020 RCNYS AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-11 ELECTRICAL PLANS — — — — — HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-12 ELECTRICAL PLANS 27" MIN. EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-13 ELECTRICAL PLANS THERE SHALL BE NO VARIATION IN RAILING OB INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-14 ELEVATIONS TREAD DEPTH OF MORE THAN 3/8", —B'QTH-SIDES— SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-15 ELEVATIONS SECTION 311.7.5.2 OF 2020 RCNYS A-16 SECTIONS 8-1/4" MAX. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM A-17 SCHEDULES THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. 1 STAIR AND RAILING ELEVATION, THERE RISER SHALL BE OFNOVARIATI VARIATION IN STAIR HANDRAIL V CLEARANCES A-11 AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY SCALE: 1/2" = V-0" SECTION 311.7.5.1 OF 2020 RCNYS CONSTRUCTION,AND WHERE WALL AND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 r — — — — — — — — — — — — — — — — — — — — — - - - - - - � AND 2020 RCNYS SECTION AJ601.8.2. NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN COMMENT. 6-17-23 i 2 ISSUED FOR DESIGN COMMENT. 7-5-23 L I - _ I I ELECTRICAL LEGEND 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 I SYM. DESCRIPTION I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 — — SMOKE DETECTOR PROPOSED UTILITY#1 ` O I I I I I I HD HEAT DETECTOR 1 1 1 L — — — — — I \\ i/ \\ i/ \\ DUPLEX, CEILING MOUNTED r- - - - - - - - - - - - I � I I CO CO DETECTOR CEILING PULL0 CAD File Name: FOX FINAL 1.1ayout ° EXISTING CELLAR — — — 1� I I J� EXISTING ELECTRICAL PANEL Architect's Seal -� �- — —� � I I DUPLEX ^''•Y!° 'C'�F✓'�,'r �� \ TELEVISION JACK � I AV 1 I� i�� I I ):,l RECESSED HIGH HAT I uJ r ,� I I — SINGLE POLE SLIDING DIMMER EXISTING CRAWLSPACE I I 1 1 I l PROPOSED VIILITY#2 i I I lei I I ® BATH EXHAUST FAN 1 I 0 BARE BULB • r 3 1 I I O HALF DOME 1 1 - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - - - - -� I EDWARD KOENIG UP I SINGLE POLE i - - - - - - - - - - - - - - -J - - - - - - - - - "$ ARCHITECT I I I I I - - - - - - - - - - - - - - - - - -� PORCH LANTERN EXISTING SLAB GFI -COUNTER-44 AFF - - — — — — — — — —� s THREE WAY :. I— -1 f- - - - - - - - - - - - - - - - - - - - - - I 6cT GAS COOKTOP ACQUATINTA SUSPENSION LAMP 00 BOO BOWL CHANDELIER www.EDWARDKOENIG.com Wcw DISHWASHER Architecture Firm: Fol DUPLEX, FLOOR MOUNTED EDWARD KOENIG - ARCHITECT `-GFC, GFCI -CABINET PO BOX 1051 REFRIGERATOR 150 VETERANS MEMORIAL HWY. I I PROPOSED SLAB I I R COMMACK, NY 11725 631-948-7030 (cell & text) i (bM MICROWAVE Website: www.EDWARDKOENIG.com cw CLOTHES WASHER Email: EDKOENIG49@gmail.com I I I I �.� 6 CLOTHES DRYER Project Title: CD bP DUPLEX(WEATHERPROOF) -STORY ADDITION AND RENO AD JARED FOX BOWL SCONCE (TRIPLE) 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title - - - - - - - - - - - - F1 ECTRICAL PLANS, L- - - - - - - - - - - - Drawing No. FOUNDATION ELECTRICAL PLAN Ar IL SCALE: 1/4"= V-0" OF 17 SHEETS I I Copyright of Architectural Drawings-These plans are protected by ELECTRICAL PLAN KEYNOTES federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A.as amended December 1990 and known as Architectural SECTION R314.2.3 Works Copyright Protection Act of 1990.These drawings are 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction PROVIDE SMOKE DETECTORS, HARD project at the address shown on the title block of the drawings and WIRED WITH BATTERY BACK UP, IN they may not be used for any project other than that listed at the EACH BEDROOM,AND IN EACH address shown on the title block without the written consent and COMMON HALLWAY ON EACH FLOOR compensation of the architect.This protection includes but is not ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ❑ ° ❑ o ° ° ° ° ° ❑ ° ❑ ° OF HOUSE. INTERCONNECT ALL limited to the overall form as well as the arrangement and ° ° ° ° ° ° ° ° DETECTORS SO WHEN ONE SIGNALS,° 2020 RCNYS R314° composition of spaces and elements of the designs. Under such ° ALL WILL SIGNAL. SMOKE ALARMS protection, unauthorized use of these plans,work or home ° SHALL BE INSTALLED NOT LESS THAN 2020 FCNYS represented,can legally result in the cessation of construction or 02 ° 3'0" HORIZONTALLY FROM THE DOOR 907.2.10.2 buildings being seized and/or monetary compensation to Edward OR OPENING OF A BATHROOM THAT Koenig. CONTAINS A BATHTUB OR SHOWER of o UNLESS THIS WOULD PREVENT SHEET INDEX PLACEMENT OF A SMOKE ALARM BY ° THIS SECTION. NO. TITLE ❑ PROVIDE CARBON MONOXIDE A-1 CODE SHEET DETECTOR, HARD WIRED WITH A-2 SPECIFICATIONS BATTERY BACK UP, IN EACH COMMON SECTION 915 A-3 LEGENDS& PLUMBING RISER DIAGRAMS ° 03 HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS ❑ ° INTERCONNECT ALL DETECTORS SO A-5 DEMOLITION PLANS ❑ ° WHEN ONE SIGNALS ALL WILL SIGNAL. I A-6 DEMOLITION PLANS ° A-7 FOUNDATION PLAN ° A-8 FIRST FLOOR CONSTRUCTION PLAN EXISTING DECK a NOTE A-9 SECOND FLOOR CONSTRUCTION PLAN : A-10 ROOF PLAN A-11 ELECTRICAL PLANS ° AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-12 ELECTRICAL PLANS ° HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-13 ELECTRICAL PLANS EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-14 ELEVATIONS INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-15 ELEVATIONS ° SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-16 I SECTIONS ° ❑ HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM A-17 ISCHEDULES THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD ° PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. ° ❑ AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY CONSTRUCTION,AND WHERE WALLAND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE U PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER ❑ 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS — — — — SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE WP SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 ° AND 2020 RCNYS SECTION AJ601.8.2. NO. DESCRIPTION DATE 0 1 ISSUED FOR DESIGN COMMENT. 6-17-23 \ I AdH.44 DW ' �=1H.b4 Ise 0 2 ISSUED FOR DESIGN COMMENT. 7-5-23 D/W Li ELECTRICAL LEGEND 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29 23 U. is, SYM. DESCRIPTION 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 PROPOSED KITCHEN' , r SD SMOKE DETECTOR 4 REVISED PER TOWN COMMENTS AND 10-3-23 REISSUED FOR PERMIT. i : I ° HD HEAT DETECTOR r EXISTING BDRM#1 qQ BA IFc' _ I LL DUPLEX, CEILING MOUNTED i L _ — _ _ — _ M a it I YY PROPOSED LIV MG \ I SD CO CO DETECTOR I I i I CLOSET I ` 6"AFF COFFEE TABLE \ \ CEILING PULL � � � R � 020 CAD File Name: FOX FINAL 1.layout L� EXISTING ELECTRICAL PANEL R o EP Architect's Seal 9 "AFF \ m < 03 0 co SD b DUPLEX \i W VnEC7 I C i AV TELEVISION JACK I LINEN f �^'' � ILDJJ I RECESSED HIGH HAT �" �\ 00 ` I SINGLE POLE SLIDING DIMMER j�. EXISTING STUDY �� 1' C� F81BATH EXHAUST FAN .�<r .N �n 44 BARE BULB I I ARUDHgVEND PRMDNA,R HALF DOME EDWARD KOENIG D I M' o P $ SINGLE POLE _ 3 "``���'"' ARCHITECT cW cD PORCH LANTERN PROPOSED MUD ROOM EXISTING R/O SLAB dbb GFI -COUNTER-44"AFF 77 1, IRE) 3 THREE WAY I 'ET GAS COOKTOP N ACQUATINTA SUSPENSION LAMP YY 0*O BOWL CHANDELIER www.EDWARDKOEN IG.COM r — d)ow DISHWASHER Architecture Firm: DUPLEX, FLOOR MOUNTED EDWARD KOENIG - ARCHITECT H° 01Fci GFCI -CABINET PO BOX 1051 150 VETERANS MEMORIAL HWY. PROPOSED GARAGE d)R REFRIGERATOR COMMACK, NY 11725 b631-948-7030 (cell &text) M MICROWAVE Website: www.EDWARDKOENIG.com (bcw CLOTHES WASHER Email: EDKOENIG49@gmail.com 6 CLOTHES DRYER Project Title: CD `'WP DUPLEX(WEATHERPROOF) ONE STORY ADDITION AND RENMAI JARED FOX in BOWL SCONCE (TRIPLE) 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title ELECTRICAL PLANS Drawing No. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = V-0" Aml2 OF 17 SHEETS I i Copyright of Architectural Drawings-These plans are protected by ELECTRICAL PLAN KEYNOTES federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural SECTION R314.2.3 Works Copyright Protection Act of 1990.These drawings are 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction PROVIDE SMOKE DETECTORS, HARD project at the address shown on the title block of the drawings and WIRED WITH BATTERY BACK UP, IN they may not be used for any project other than that listed at the EACH BEDROOM,AND IN EACH address shown on the title block without the written consent and COMMON HALLWAY ON EACH FLOOR compensation of the architect.This protection includes but is not OF HOUSE. INTERCONNECT ALL limited to the overall form as well as the arrangement and DETECTORS SO WHEN ONE SIGNALS, 2020 RCNYS R314 composition of spaces and elements of the designs. Under such ALL WILL SIGNAL. SMOKE ALARMS protection, unauthorized use of these plans,work or home 02 represented,can legally result in the cessation of construction or SHALL BE INSTALLED NOT LESS THAN 2020 FCNYS buildings being seized and/or monetary compensation to Edward 3'0" HORIZONTALLY FROM THE DOOR 907.2.10.2 Koenig. OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT SHEET INDEX PLACEMENT OF A SMOKE ALARM BY THIS SECTION. NO. TITLE PROVIDE CARBON MONOXIDE A-1 CODE SHEET DETECTOR, HARD WIRED WITH A-2 SPECIFICATIONS BATTERY BACK UP, IN EACH COMMON SECTION 915 A-3 LEGENDS & PLUMBING RISER DIAGRAMS 03 HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS INTERCONNECT ALL DETECTORS SO A-5 DEMOLITION PLANS WHEN ONE SIGNALS, ALL WILL SIGNAL. I A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN NOTE: A-10 ROOF PLAN A-11 ELECTRICAL PLANS AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-12 ELECTRICAL PLANS HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-13 ELECTRICAL PLANS EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-14 ELEVATIONS INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-15 ELEVATIONS SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-16 SECTIONS HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM A-17 ISCHEDULES THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY CONSTRUCTION,AND WHERE WALL AND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 AND 2020 RCNYS SECTION AJ601.8.2. NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN COMMENT. 6-17-23 2 ISSUED FOR DESIGN COMMENT. 7-5-23 ELECTRICAL LEGEND I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 I � I I SYM. DESCRIPTION 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 I / SD SMOKE DETECTOR 4 REVISED PER TOWN COMMENTS AND 10-3-23 REISSUED FOR PERMIT. LL II 0 1 i i_ EXISTING BDRM#4 HD HEAT DETECTOR I I DUPLEX, CEILING MOUNTED Fi I 4"AFFI LINEN \1 CO CO DETECTOR \ \ 02 0 CEILING PULL� CAD File Name: FOX FINAL 1.1ayout 03 � EXISTING BDRM#2 SD P EP EXISTING ELECTRICAL PANEL Architect's Seal DUPLEX 4\ �',. TELEVISION JACK 0 0 0 0 0 0 0 0 0 0 0 0 AV ! UN RECESSED HIGH HAT OPEN BELOW SD �1A� -_ , SINGLE POLE SLIDING DIMMER �✓�'�a._<; ;;� �n`` CLOSET EXISTING BDRM#3 ®I BATH EXHAUST FAN BARE BULB HALF DOME EDWARD KOENIG SINGLE POLE ARCHITECT PORCH LANTERN GFI-COUNTER-44"AFF 3 THREE WAY CT GAS COOKTOP 0 ACQUATINTA SUSPENSION LAMP ..fr.... i BOO BOWL CHANDELIER (d www.EDWARDKOENIG.COM WDw DISHWASHER Architecture Firm: Fol DUPLEX, FLOOR MOUNTED EDWARD KOENIG - ARCHITECT `-GFCI GFCI -CABINET PO BOX 1051 150 VETERANS MEMORIAL HWY. (bR REFRIGERATOR COMMACK, NY 11725 631-948-7030 (cell & text) (bM MICROWAVE Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmail.com d)cw CLOTHES WASHER 11Wo CLOTHES DRYER Project Title: dwP DUPLEX(WEATHERPROOF) ONE STORY ADDITION AND RENO 'AT - - - - - - - - - - - - - - - - - - - - - - - JAREDFOX BOWL SCONCE (TRIPLE) 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAT L.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title _ELECTRICAL PLANS Drawing No. SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"= V-0" Awl 3 OF 17 SHEETS I i Copyright of Architectural Drawings-These plans are protected by A � ELEVATION KEYNOTES federal law and are subject to copyright protection as an A-16 A-16 "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural RID 9"CONTINUOUSLY CONTINUOUSLY VENTED Works Copyright Protection Act of 1990.These drawings are E HEIGHT 27.15 BOXED EAVE OVERHANG,WITH 1"X 6" provided as an instrument for construction for the construction FASCIA, CLAD IN WHITE ALUMINUM BREAK project at the address shown on the title block of the drawings and EXISTING : 12 01 METAL. FINISHED WITH ALUMINUM they may not be used for any project other than that listed at the LEADERS, GUTTERS,AND DOWNSPOUTS AT address shown on the title block without the written consent and EACH EAVE OVERHANG(TYPICAL). compensation of the architect.This protection includes but is not 1 12 EXISTING : 12 ( ) limited to the overall form as well as the arrangement and 7 7 EXISTING GRADE SLOPED AWAY FROM composition of spaces and elements of the designs. Under such bo bo ® 12 12 STRUCTURE 6" MIN.VERTICAL FOR 10'-0" SECTION R401.3 protection, unauthorized use of these plans,work or home 07 7 „ represented,can legally result in the cessation of construction or 11 � � 7 02 HORIZONTAL RUN FOR 4-0 MIN. 2020 RCNYS HORIZONTAL LENGTH. monetary buildings being seized and/or moneta compensation to Edward ROOF TO RECEIVE SELF ADHESIVE ICE L Koenig. BARRIER FROM INSIDE EDGE OF EXTERIOR ROOF RIDGE 12 WALL TO 3'-0" UP ROOF. EXTEND ICE SECTION 18.99 03 BARRIER FOR CONTINUITY TO FASCIA R905.1.2 SHEET INDEX BOARD AND GUTTER ASSEMBLY. SEE 2020 RCNYS NO. TITLE THERMAL AND MOISTURE SPECIFICATIONS A-1 CODE SHEET 08 TYPICAL . A-2 SPECIFICATIONS SIDING SPECIFICATIONS: A-3 LEGENDS& PLUMBING RISER DIAGRAMS � 04 '� 7" EXPOSURE JAMES HARDIE STRAIGHT A-4 THERMAL PLANS 06LJ EDGE PANEL SHINGLE SIDING A-5 DEMOLITION PLANS STANDARD ROOF ASSEMBLY-240# A-6 DEMOLITION PLANS 05 ARCHITECTURAL ASPHALT OR FIBERGLASS A-7 FOUNDATION PLAN RI G HEIGHT ROOF SHINGLES TO MATCH EXISTING OVER A-8 FIRST FLOOR CONSTRUCTION PLAN 13.52 05 30#ROOFING FELT ON '/2"'CDX' PLYWOOD A-9 SECOND FLOOR CONSTRUCTION PLAN ROOF SHEATHING (NO ALTERNATES WILL A-10 ROOF PLAN 03 EXISTING 2 1 BE ACCEPTED FOR PLYWOOD ROOF A-11 ELECTRICAL PLANS 7 SHEATHING)OVER 2"X 6"ROOF RAFTERS A-12 ELECTRICAL PLANS 16"O.C.. A-13 I ELECTRICAL PLANS SECTION R806 A-14 ELEVATIONS EILI G TOP PLAT LEVEL 06 2"X 8"ROOF RIDGE 2020 RCNYS A-15 ELEVATIONS 9.58 .A-16 SECTIONS 07 (2) 1-3/4"X 11-1/4" LVL ROOF RIDGE, SECTION R806 A-17 SCHEDULES 01 CONTINUOUSLY VENTED 2020 RCNYS STANDARD CATHEDRAL ROOF ASSEMBLY- - 240#ARCHITECTURAL ASPHALT OR 04 +� HH I FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30#ROOFING FELT ON'/" 09 'CDX'PLYWOOD ROOF SHEATHING(NO 08 ALTERNATES WILL BE ACCEPTED FOR 29 PLYWOOD ROOF SHEATHING)OVER 2"X 10" 10 ROOF RAFTERS @ 16"O.C.WITH 8-1/4"R- 02 T-1LL INSULATION FIBERGLASSFT PAPER BACKED ION ATTS BETWEEN RAFTERS NO. DESCRIPTION DATE COVERED WITH 1/2"GYPSUM BOARD, 1 ISSUED FOR DESIGN COMMENT. 6-17-23 APROXIMATE GRAIDE LEVEL 09 4"CELLULAR PVC CORNER BOARDS AND WINDOW CASING 2 ISSUED FOR DESIGN COMMENT. 7-5-23 37 10"X 10" DECORATIVE COLONIAL COLUMN 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 10 ENCLOSURE OVER 4"X 4" P.T. POST.VERFIY `o REQUIRED COLUMN HEIGHT IN FIELD 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 BOTTOM OF FOOTING BEFORE ORDERING OR CUTTING (TYPICAL). -3.00 SECTION 11 CHIMNEY CAP WITH SPARK ARRESTOR R1003.9.2 2020 RCNYS CHIMNEY TO EXTEND 2'-0"ABOVE ANY ROOF SURFACE WITHIN 10'-0" SECTIONS 12 HORIZONTALLY AND SHALL NOT BE LESS R1003.9 AND THAN 3'-0"ABOVE THE HIGHEST POINT 1003.18 WHERE THE CHIMNEY PASS THROUGH THE 2020 RCNYS A IROOF. A-16 A-16 1FRONT ELEVATION CAD File Name: FOX FINAL 1.1ayout A-14 SCALE: 1/4"= V-D" Architect's Seal ,J B RIDGE HEIGHT A-16 E DARD KOE N IG 27.15 12 12 EXISTING (— EXISTING ARCHITECT _ u7 bo CEILINGTOP PLATE LEVEL 18.75 www.EDWARDKOEN IG.COM 06 _ Architecture Firm: EDWARD KOE.N_IIG - ARCHITECT 12 PO BOX 1051 05 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 IN P v 631-948-7030 (cell & text) CEILWebsite: www.EDWARDKOENIG.com 9.58 Email: EDKOENIG49@gmail.com 01 Project Title: 04 09 28 10 JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM APROXIMATE GRADE It DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 0.00 IV Sheet Title ELEVATIONS B Drawing No. A-16 , 2A=14A-14 SCALE: 1/4"= 1'-0" OF 17 SHEETS i Copyright of Architectural Drawings-These plans are protected by ELEVATION KEYNOTES federal law and are subject to copyright protection as an NO. INOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 C A 9"CONTINUOUSLY CONTINUOUSLY VENTED U.S.A.as amended December 1990 and known as Architectural A-16 A-16 BOXED EAVE OVERHANG,WITH 1"X 6" Works Copyright Protection Act of 1990.These drawings are RIDGE HEIGHT FASCIA, CLAD IN WHITE ALUMINUM BREAK provided as an instrument for construction for the construction 27.15 01 METAL. FINISHED WITH ALUMINUM project at the address shown on the title block of the drawings and LEADERS, GUTTERS,AND DOWNSPOUTS AT they may not be used for any project other than that listed at the EACH EAVE OVERHANG(TYPICAL). address shown on the title block without the written consent and compensation of the architect.This protection includes but is not EXISTING GRADE SLOPED AWAY FROM limited to the overall form as well as the arrangement and STRUCTURE 6" MIN.VERTICAL FOR 10'-0" SECTION R401.3 composition of spaces and elements of the designs. Under such EXISTING : 12 02 HORIZONTAL RUN FOR 4'-0" MIN. 2020 RCNYS protection, unauthorized use of these plans,work or home represented,can legally result in the cessation of construction or 07 co HORIZONTAL LENGTH, buildings being seized and/or monetary compensation to Edward ' EXISTING : 12 ROOF TO RECEIVE SELF ADHESIVE ICE Koenig. 11 BARRIER FROM INSIDE EDGE OF EXTERIOR WALL TO 3'-0"UP ROOF. EXTEND ICE SECTION 03 BARRIER FOR CONTINUITY TO FASCIA R905.1.2 SHEET INDEX 12 BOARD AND GUTTER ASSEMBLY. SEE 2020 RCNYS RIDGEjh EI THERMAL AND MOISTURE SPECIFICATIONS NO. I TITLE 18.99 (TYPICAL). A-1 CODE SHEET SIDING SPECIFICATIONS: A-2 SPECIFICATIONS 25 pg 04 7"EXPOSURE JAMES HARDIE STRAIGHT A-3 LEGENDS& PLUMBING RISER DIAGRAMS 09 35 EDGE PANEL SHINGLE SIDING A-4 THERMAL PLANS STANDARD ROOF ASSEMBLY-240# A-5 DEMOLITION PLANS ARCHITECTURAL ASPHALT OR FIBERGLASS A-6 DEMOLITION PLANS ROOF SHINGLES TO MATCH EXISTING OVER A-7 FOUNDATION PLAN = 30#ROOFING FELT ON Y2"'CDX' PLYWOOD A-8 FIRST FLOOR CONSTRUCTION PLAN 05 ROOF SHEATHING (NO ALTERNATES WILL A-9 SECOND FLOOR CONSTRUCTION PLAN BE ACCEPTED FOR PLYWOOD ROOF A-10 ROOF PLAN SHEATHING)OVER 2"X 6" ROOF RAFTERS A-11 ELECTRICAL PLANS 03 16 O.C.. A-12 ELECTRICAL PLANS ' SECTION R806 A-13 I ELECTRICAL PLANS 06 2"X 8" ROOF RIDGE 2020 RCNYS A-14 ELEVATIONS A-15 ELEVATIONS (2) 1-3/4 X 11-1/4 LVL ROOF RIDGE, SECTION R806 A-16 SECTIONS 9.58 CONTINUOUSLY VENTED 2020 RCNYS CEILIN O LA L VEL 07 A-17 SCHEDULES STANDARD CATHEDRAL ROOF ASSEMBLY- 01 240#ARCHITECTURAL ASPHALT OR ❑ FIBERGLASS ROOF SHINGLES TO MATCH 03 04 02 01 EXISTING OVER 30#ROOFING FELT ON 'Y2" 04 = CDX'PLYWOOD ROOF SHEATHING (NO c° 08 ALTERNATES WILL BE ACCEPTED FOR 01 �' PLYWOOD ROOF SHEATHING)OVER 2"X 10" 09 ROOF RAFTERS @ 16"O.C.WITH 8-1/4" R- FLOOR LEVEL 30C KRAFT PAPER BACKED FIBERGLASS 02 2.08 INSULATION BATTS BETWEEN RAFTERS COVERED WITH 1/2" GYPSUM BOARD. NO. DESCRIPTION DATE 09 4"CELLULAR PVC CORNER BOARDS AND 1 ISSUED FOR DESIGN COMMENT. 6-17-23 WINDOW CASING 0410"X 10" DECORATIVE COLONIAL COLUMN 2 ISSUED FOR DESIGN COMMENT. 7-5-23 Jk PR X ATGRADE LEVEL10 ENCLOSURE OVER 4"X 4"P.T. POST.VERFIY 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 0.00 REQUIRED COLUMN HEIGHT IN FIELD o BEFORE ORDERING OR CUTTING(TYPICAL). 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 SECTION M BOTTOM F TIN 11 CHIMNEY CAP WITH SPARK ARRESTOR R1 03.9.2 RCNYS -3.00 CHIMNEY TO EXTEND 2'-0"ABOVE ANY ROOF SURFACE WITHIN 10'-0" SECTIONS 12 HORIZONTALLY AND SHALL NOT BE LESS R1003.9 AND THAN 3'-0"ABOVE THE HIGHEST POINT 1003.18 WHERE THE CHIMNEY PASS THROUGH THE 2020 RCNYS ROOF. C A A-16 A-16 CAD File Name: FOX FINAL 1.1ayout 3REAR ELEVATION Architect's Seal A-15 SCALE: 1/4" = V-0" C ^ --A A-16 --Ak RIDGE HEIGHT 12 27.15 EXISTING I EXISTING EDWARD KOENIG ARCHITECT 11 07 a, 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ih 12 12 6 1 � 6 27 08 06 1. 03 05 RIDGE HEIGHT www.EDWARDKOENIG.COM 13.44 Architecture Firm: 0 EDWARD KOENIG - ARCHITECT PO BOX 1051 FILING TOP PLATE LEVEL 150 VETERANS MEMORIAL HWY. 9.58 COMMACK, NY 11725 01 631-948-7030 (cell & text) 30 31 Website: www.EDWARDKOENIG.com 04 Email: EDKOENIG49@gmail.com _ 09 a) Project Title: ONE STORY ADDITION AND RENO AD 02 JARED FOX 1525 LEEWARD DRIVE APROXIMATE GRADESOUTHOLD, NY 11971 qr 0.00 631-335-0972 JARED.C.FOX@GMAIL.COM N /V Jk TOP OF FOOTING DISTRICT 1000- SECTION 79 - BLOCK 7 - LOT 19 -2.33 Sheet Title ELEVATIONS B A-16 4 FT ELEVATION Drawing No. A-15 SCALE: 1/4"= V-0" = 5 AA OF 17 SHEETS I i 18 SECTION KEYNOTES Copyright of Architectural Drawings-These plans are protected by B federal law and are subject to copyright protection as an NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 A-16 16"X 8" POURED CONCRETE FOOTING 3500 PSI U.S.A. as amended December 1990 and known as Architectural 02 AT 28 DAYS MIN.WITH 2 #5 REBAR BEARING Works Copyright Protection Act of 1990.These drawings are RIDGE HEIGHT RIDGE HEIGHT 18.99 12 12 18.99 01 ON UNDISTURBED VIRGIN SOIL 3'-0" DEEP provided as an instrument for construction for the construction MINIMUM. REBAR CONCRETE COVERAGE TO BE project at the address shown on the title block of the drawings and 6 1 6 3" MIN.. they may not be used for any project other than that listed at the T 02 2"X 4"COLLAR TIES @ 16"O.C. address shown on the title block without the written consent and 15 19 compensation of the architect.This protection includes but is not �n �r limited to the overall form as well as the arrangement and ti 22 03 2"X 4"STRONG BACKS (CONTINUOUS) composition of spaces and elements of the designs. Under such 14 protection, unauthorized use of these plans,work or home RIDGE HEIGHT O SECTION R806 represented, can legally result in the cessation of construction or 12 13.52 04 2 X 8 ROOF RIDGE, CONTINUOUSLY VENTED. SEC IO RCNYS buildings being seized and/or monetary compensation to Edward Koenig. CEILING ASSEMBLY-2"X 6"CEILING JOISTS @ TOP PLATE LEVEL r 16"O.C. WITH OPTIONAL 8-1/4" R-30C KRAFT 11.61 M 05 PAPER BACKED FIBERGLASS INSULATION SHEET INDEX BATTS BETWEEN CEILING JOISTS COVERED NO. TITLE 17 20 TOP PATE LEVEL XITH 5/8"TYPE ST NG GRADEX"GYPSUM SLOPED AWAOY FROM A-1 CODE SHEET 11 9.58 STRUCTURE 6" MIN.VERTICAL FOR 10'-0" SECTION R401.3 A-2 SPECIFICATIONS 06 HORIZONTAL RUN FOR 4'-0" MIN. HORIZONTAL 2020 RCNYS A-3 LEGENDS & PLUMBING RISER DIAGRAMS A-4 THERMAL PLANS UPGRADE EXISTING FOUNDATION WALL WITH 4" A-5 DEMOLITION PLANS PROPOSED 10 PROPOSED LENGTH. MUDROOM _ A-6 DEMOLITION PLANS � ill LIVING � PROPOSED 7r! 05 � 07 12"RIR 15 KRAFTP WITH ,PAPER ACKEDIFIBERG1LASSITH3 A-7 FOUNDATION PLAN INSULATION BATTS BEWEEN STUDS, COVERED A-8 FIRST FLOOR CONSTRUCTION PLAN � GARAGE ~ A-9 SECOND FLOOR CONSTRUCTION PLAN WITH 1/2"GYPSUM BOARD. A-10 ROOF PLAN GARAGE SLAB-4" POURED CONCRETE FLOOR OVER 4" A-11 16 21 D 08 ELECTRICAL PLANS 08 COMPACTED ED CRUSHED GRAVEL. PITCH FLOOR A-12 ELECTRICAL PLANS O SLAB 1/8" PER FOOT TOWARDS GARAGE A-A-14 VATIONS13 ELECTRICAL PLANS ELE FLOOR LEVEL 08 06 2.08 FLOOR LEVEL DOORS. A-15 ELEVATIONS FOUNDATION WALL-8" POURED CONCRETE A-16 SECTIONS APROXIMATE GRADE EVE N N O FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. IA-17 SCHEDULES 0.00 N WALL AND CONTINUOUS A . . -. ....:...- E 09 WITH#5 REBAR HORIZONTAL AT TOP OF FOUNDATION T 24 CORNERS. PROPO ED 25 09 Cl) INTERIOR WALL ASSEMBLY- 1/2" GYPSUM BOARDSTUDS UTILITY 1, ,eL BOTTOM OF FOOTING 10 COVEREOD WITH VER /4GYPSOUM BOARD 16"O.C. 0 NEW EXTERIOR PERIMETER WOOD FRAME B WALL CONSTRUCT BY VINYL SIDING (SEE A-16 01 ELEVATIONS FOR MFG.AND SPEC.) OVER 'TYVEK'HOUSE WRAP OVER 1/2" EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR NO. DESCRIPTION DATE EQUAL)OVER 2"X 4"WOOD STUDS @ 16"O.C. 11 WITH OPTIONAL 3-1/2"R-13 KRAFT PAPER 1 ISSUED FOR DESIGN COMMENT. 6-17-23 BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 5/8"TYPE"X" 2 ISSUED FOR DESIGN COMMENT. 7-5-23 GYPSUM BOARD. FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ 6"O.C. AT EDGE AND 12" 31 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 A CTIONO.C. IN FIELD AND FASTEN 1/2"GYPSUM A-1 ATTACHED WITH 5D COOLER NAILS @ 7"O.C. AT 3ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 SCALE: 1/4"= 1'-0" EDGE AND 10"O.C. IN FIELD. 4 REVISED PER TOWN COMMENTS AND 10-3-23 ROOF TO RECEIVE SELF ADHESIVE ICE REISSUED FOR PERMIT. BARRIER FROM INSIDE EDGE OF EXTERIOR 12 WALL TO T-O" UP ROOF. EXTEND ICE BARRIER SECTION R905.1.2 FOR CONTINUITY TO FASCIA BOARD AND 2020 RCNYS RIDGE HEIGHT GUTTER ASSEMBLY. SEE THERMAL AND EXISTING 12 12 EXISTING 14 13 27.15 MOISTURE SPECIFICATIONS(TYPICAL). 13 2"X 12" ROOF PLATE STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLASS fo ROOF SHINGLES TO MATCH EXISTING OVER 30# L CAD File Name: FOX FINAL 1.1ayout 14 ROOFING FELT ON '/z"'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE Architect's Seal ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X 6" ROOF RAFTERS 16"O.C.. n �� � CEILING TOP LEVEL 20.33 15 2"X 8"ROOF RIDGE C N �i � VIF EXISTING WALL(FORMER MUDROOM/ LAUNDRY ROOM) FILLED SOLID WITHi — ,. � ..� 16 INSULATION. UPGRADE AS REQUIRED WITH 3-1/ a. i'�'� � ;; -"•�"� - 2" R-15 KRAFT PAPER BACKED FIBERGLASS 04 o INSULATION BATTS BETWEEN STUDS. ° 6 02 A RAISE TOP PLATE HEIGHT TO 9'-6"TO MATCH -` A-16 EXISTING EXISTING BY SISTERING 2"X 4"STUDS @ 16" < C r ,' 0 BDRM#2144 �' O.C.TO EACH EXISTING STUD, CONTINUOUSLY f , . 17 NAILED. INSULATE WALL AS REQUIRED WITH 3- 12 13.51 RIDGE HEIGHT 4 12 1/2"R-15 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED 03 —I 6 - EXISTING FLOOR I EVELWITH 1/2"GYPSUM BOARD. 00 UNG TOP PLATE LEVEL (2)1-3/4"X 11-1/4" LVL ROOF RIDGE, 11.67 SECTION R806 O VENTED. 2020 RCNYS E D WA R D KO E N I G 12 M 18 CONTINUOUSLY VENTED, CONTINUOUSLY CEILING TOP PLATE LEVEL 23 STANDARD CATHEDRAL ROOF ASSEMBLY-240# ARCHITECT 9.58 ROOFARCHISHINGLES TO MATCH X EL ASPHALT OR XBERGLASS ISTING G OVER 30# 05 ROOFING FELT ON '/2"'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE 11 PROPOSED PROPOSED �; 19 ACCEPTED FOR PLYWOOD ROOF SHEATHING) KITCHEN DINING 'a') OVER 2"X 10" ROOF RAFTERS @ 16"O.C.WITH 8-1/4" R-30C KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN PCARAGE ROPOSED RAFTERS COVERED WITH 1/2"GYPSUM BOARD. FLOOR O LEVEL 08CEILING ASSEMBLY-2"X 6"CEILING JOISTS @ 16"O.C.WITH OPTIONAL 8-1/4" R-30C KRAFT 20 PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN CEILING JOISTS COVERED 06 WITH 1/2"GYPSUM BOARD. FLOOR ASSEMBLY: 3/4""CDX"TONGUE AND GROrL N P XI ATE GRADE LEVEL ANDOSCREW D OVER 2"XX 8VE PLYWOOD FLOOR SFLOOR JOISTS TS @ WWW.EDWARDKOENIG.COM HEATHING GLUED APR X MATE GRADE LEVEL 0.00 21 16"O.C. (DOUBLE EVERY OTHER)TO MATCH 0.00 O AND ALIGN EXISTING WITH 5-1/2" R-21 KRAFT 09 o M EXISTING PAPER BACKED FIBERGLASS INSULATION Architecture Firm: CELLAR AR BATTS BETWEEN FLOOR JOISTS. 01 BOTTO OFFO TING °7 EDWARD KOENI�' - ARCHITECT -3.00 22 (2) 1-3/4"X 9-1/2" LVL BEAM (FLUSH) PIO BOX 1051 rA (5) 1-3/4"X 7-1/4" LVL BEAM WITH (4) 3/4" STEEL 150 VETERANS MEMORIAL HWY. A-16 23 FLITCH PLATES BOLTED WITH 1/2" DIA. BOLTS @ O 1'-6"O.C. "STAGGERED"(FLUSH)OR W8 X 31 COMMACK, NY 11725 STEEL BEAM FLUSH 631-948-7030 (cell & text) C SFCTION 24 (2) 1-3/4"X 7-1/4" LVL BEAM (FLUSH) Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmail.com �A-16J FLOOR ASSEMBLY: 3/4" "CDX" NGUE AND SCALE: 1/4"= 1'4' A-16 SCALE: 1/4"= V-0" GROOVE PLYWOOD FLOOR SHEATHING GLUED 25 AND SCREWED OVER 2"X 8" FLOOR JOISTS @ 16"O.C. TO MATCH AND ALIGN EXISTING WITH 5- Project Title: 1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN FLOOR JOISTS. ONE STORY ADDITION AND RENOVAT JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title SECTIONS Drawing No. A=16 OF 17 SHEETS WINDOW SCHEDULE Copyright of Architectural Drawings-These plans are protected by DOOR SCHEDULE federal law and are subject to copyright protection as an FINISH SCHEDULE 3D 3D "architectural work"under section 102 of the copyright act, 17 ROOM NAME FLOORS FLOOR AREA WALLS CEILINGS ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANJFACTURER CODE ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER TEMPERED EGRESS CODE U.S.A.as amended December 1990 and known as Architectural 12 02. CARPET OVER BENJAMIN MOORE REGAL WALL 1/2"GYPSUM BOARD, PRIMED ELEV. ELEV. EXISTING CELLAR PADDING, COLOR AND STYLE 876 SATIN, COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN Works Copyright Protection Act of 1990.These drawings are TO DI SL, C COLOR BY OWNER BY OWNER CONCRETE, DRYWALL MOORS FLAT WHITE FRENCHWOOD GLASS 1 3/4"X14"X77" provided as an instrument for construction for the construction LVL ANDERSEN FWG6068 L 01 46 1/8" 48 7/8" DOUBLE HUNG 2"X6"X49 5/8"(2) LUMBER ANDERSEN 400 project y the address shown on the title block of the drawings and BENJAMIN MOORS REGAL WALL MO TYPE LA GYPSUM BOARD, 01 72 80 SLIDER (2) SERIES TW38310 they may not n used for any project other than that listed at the PROPOSED UTILITY#1 15 EPDXY PAINTED FLOOR 96 SATIN COLOR TO BE SELECTED PAINTED BENJAMIN MOORS FLAT address shown on the title block without the written consent and SLAB BY OWNER CONCRETE WHITE nj " ANDERSEN 400 compensation of the architect.This protection includes but is not EPDXY PAINTED FLOOR 71 SATIN IN MOORE OR TO BEEG L WALL PAINTED BENJAMW MOORS D AT 02 24" 80" BIFOLD 2"X6"X29" (2) LUMBER NASONITE 02 22 1/8 44 7/8' DOUBLE HUNG 2 X6'X25 5/8' (2) LUMBER SERIES T1N1836 limited to the overall form as well as the arrangement and composition of spaces and elements of the designs, Under such PROPOSED UTILITY#2 SLAB protection, unauthorized use of these plans,work or home BY OWNER CONCRETE WHITE 11 12"X 12" CERAMIC FLOOR BENJAMIN MOORE REGAL WALL 1/2"GYPSUM BOARD, PRIMED 03 24" 80" SWING 2"X6"X29"(2) LUMBER NASONITE 03 lIU31 22 1/8" 44 7/8" DOUBLE HUNG 2 X6 X25 5/8 (2) LUMBER PROPOSED BATH#5 TILE OVER THINSET OVER 1/ 41 SATIN,COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN SERIES TW1836 buildings being seized and/or monetary compensation to Edward ANDERSEN 400 represented, can legally result in the cessation of construction or Koenig. 2" DURAROCK BOARD BY OWNER DRYWALL MOORS FLAT WHITE EPDXY PAINTED FLOOR 5/8"TYPE"X" GYPSUM BOARD, 5/8"TYPE"X" GYPSUM BOARD, no " " " " NASONITE 04 46 1/8" 44 7/8" DOUBLE HUNG 2"X6" " ANDERSEN 400 PROPOSED GARAGE SLAB 300 PTAPED AND RIMER NO PAINT LED, NO TAPED AND PRIMER NO PAINT LED, NO 04 0 30" 80 SWING 2X6X35 (2) LUMBER X49 5/8 (2) LUMBER SERIES TW3836 SHEET INDEX 12"X 12" CERAMIC FLOOR 1/2"GYPSUM BOARD, PRIMED TWO 1/2" GYPSUM BOARD, PRIMED ®® NO. TITLE COATS, PAINTED BENJAMIN TWO COATS, PAINTED BENJAMIN 06 ®� 32" 80" 9 PANE GARDEN ENTRY 2"X6"X37" (2) LUMBER THERMATRU 09 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8"(2) LUMBER ANDERSEN 400 A-1 CODE SHEET PROPOSED MUD ROOM TILE OVER THINSET OVER 11 77 MOORE REGAL WALL SATIN, 2" DURAROCK BOARD COLOR T.B.S. MOORE, FLAT WHITE SERIES 3046 LJ A-;2 SPECIFICATIONS A-3 LEGENDS&PLUMBING RISER DIAGRAMS 3/4"OAK FLOORING GRADE 1/2" GYPSUM BOARD, PRIMED TWO 1/2"GYPSUM BOARD, PRIMED °O ANDERSEN 400 A-44 THERMAL PLANS #1, STAINED TWO COATS OF COATS, PAINTED BENJAMIN 07 36" 80" SWING BIPART 2"X6"X41" (2) LUMBER MASONITE 10 32 1/8" 48 7/8" DOUBLE HUNG 2"X6"X35 5/8" (2) LUMBER PROPOSED LIVING 310 TWO COATS, PAINTED BENJAMIN WATER BASED POLY, STAIN MOORE REGAL WALL SATIN, MOORE, FLAT WHITE SERIES TW26310 -'S DEMOLITION PLANS COLOR TO BE SELECTED COLOR T.B.S. A-7 DEMOLITION PLANS A-7 FOUNDATION PLAN CERAMIC WALL TILE,TO BE III 24" 80" SWING 2"X6"X29" (2) LUMBER NASONITE 25 22 1/8" 36 7/8" DOUBLE HUNG 2"X6"X25 5/8" 2 LUMBER ANDERSEN 400 A-i8 FIRST FLOOR CONSTRUCTION PLAN SELECTED, FROM COUNTER TO 09 ( ) SERIES TW18210 A-9 SECOND FLOOR CONSTRUCTION PLAN 3/4" OAK FLOORING GRADE UNDERSIDE OF WALL CABINETS, 1/2" GYPSUM BOARD, PRIMED A-10 ROOF PLAN PROPOSED KITCHEN #1, STAINED TWO COATS OF 265 OVER 1/2 GREEN BOARD. TWO COATS, PAINTED BENJAMIN A� ANDERSEN 400 A-h 1 ELECTRICAL PLANS WATER BASED POLY, STAIN BALANCE OF WALL TO RECEIVE 1/ 10 24" 80" SWING 2"X6"X29" (2) LUMBER NASONITE 27 30 1/8" 48 7/8" DOUBLE HUNG 2"X6"X33 5/8" (2) LUMBER COLOR TO BE SELECTED 2"GYPSUM BOARD PAINTED TWO MOORS, FLAT WHITE A-"12 ELECTRICAL PLANS SERIES TW24310 A-13 ELECTRICAL PLANS COATS BENJAMIN MOORE REGAL A-'14 ELEVATIONS WALL SATIN 11 18" 80" SWING 2"X6"X23" (2) LUMBER NASONITE 28 32 1/8" 48 7/8" DOUBLE HUNG 2"X6"X35 5/8"(2) LUMBER "OAK FLOORING GRADE 1/2"GYPSUM BOARD, PRIMED TWO ANDERSEN 400 A-'15 ELEVATIONS 3/4 STAINED TWO COATS OF 339 COATS, PAINTED BENJAMIN 1/2 SCHEDULES GYPSUM BOARD, PRIMED SERIES TW26310 A-16 SECTIONS 3/4 TWO COATS, PAINTED BENJAMIN -17 WATER PROPOSED DINING WATER BASED POLY, STAIN MOORE REGAL WALL SATIN, MOORE, FLAT WHITE AA ANDERSEN 400 COLOR TO BE SELECTED COLOR T.B.S. 12 24" 80" SWING 2"X6"X29"(2) LUMBER h1ASONITE 30 46 1/8" 48 7/8" DOUBLE HUNG 2"X6"X49 5/8" (2) LUMBER TW38310 CERAMIC TILE OVER GREEN SERIES 12"X 12"CERAMIC FLOOR BOARD (CONCRETE BACKER 1/2"GYPSUM BOARD, PRIMED EXISTING BATH#1 TILE OVER THINSET OVER 1/ 50 BOARD AT TUBS AND SHOWERS). TWO COATS, PAINTED BENJAMIN 14 �� 30" 80" SWING 2"X6"X35"(2) LUMBER �IASONITE 31 46 1/8" 48 7/8" DOUBLE HUNG 2"X6"X49 5/8" (2) LUMBER 2" DURAROCK BOARD STYLE AND COLOR TO BE MOORE, FLAT WHITE ANDERSEN 400 SERIES TW38310 SELECTED. CERAM 12"): 12 CERAMIC FLOO 1/ 26 BOARDIATOTUBC TILE OS AND . 1/2'GYPSUM COATS, PAINTED BENJAMIN 15 VER GREEN u� 30" 80" SWING 2"X6"X35" (2) LUMBER MASONITE 35TAI 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8"(2) LUMBER ANDERSEN 400 TW3046 EXISTING BATH#2 TILE OVER THINSET OVER ) SERIES 2"DURAROCK BOARD STYLE AND COLOR TO BE MOORE, FLAT WHITE A N0. DESCRIPTION DATE SELECTED. 16 � 24" 80" SWING 2"X6"X29" (2) LUMBER MASONITE 37 28 7/8" 41 3/8" SINGLE CASEMENT-HR 2"X6"X323/8"(2) LUMBER ANDERSEN 400 YES CW135 12"X 12"CERAMIC FLOOR BENJAMIN MOORE REGAL WALL 1/2"GYPSUM BOARD, PRIMED EXISTING BATH#3 TILE OVER THINSET OVER 1/ 67 SATIN, COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN SERIES 1 ISSUED FOR DESIGN COMMENT. 6-17-23 ' BY OWNER 2 ISSUED FOR DESIGN COMMENT. 7-5-23 2 DURAROCK BOARD CERAMIC WALL ETILE TEB VER GREEN M20 GYPSUM OARD, PRIMED 17 lfl 48" 80" BIFOLD BIPART 2"X8"X53" (2) LUMBER MASONITE ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. 12 ), 12 CERAMIC FLOOR BOARD (CONCR EXISTING BATH#4 TILE OVER THINSET OVER 1/ 82 BOARD AT TUBS AND SHOWERS). TWO COATS, PAINTED BENJAMIN ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 2"DURAROCK BOARD STYLE AND COLOR TO BE MOORE, FLAT WHITE 18 an 30" 80" SWING 2"X6"X35" (2) LUMBER MASONITE 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 SELECTED. TOTALS: 2601 19 0� 30" 80" SWING 276"X35" (2) LUMBER MASONITE 11 20 1111 24" 80" SWING 2"X6"X29"(2) LUMBER MASONITE 141 21 H 18" 80" SWING 2"X6"X23"(2) LUMBER MASONITE CHID File Name: FOX FINAL 1.layout o® 22 a 30" 80" SWING 2"X6735"(2) LUMBER MASONITE Arrchitect's Seal AA 23 24" 80" SWING 2"X6"X29" (2) LUMBER MASONITE 24 U 24" 80" POCKET DOOR 278"X52 114"(2) LUMBER MASONITE l 11 25 11111 24" 80" SWING 2"X6"X29"(2) LUMBER MASONITE (�'� A I I A 2 X D --._.•..- O DOUBLE TOP PLATE 26 I 48" 80" BIFOLD BIPART 2"X8"X53" (2) LUMBER MASONITE C�F F. N III ��- "X IPP S DS 16 C. 27 1 1 48" 80" BIFOLD BIPART 2"X8"X53"(2) LUMBER MASONITE + + + EDWARD KOENIG + + + ARCHITECT y + + 28 36" 80" SWING 2"X6"X41"(2) LUMBER MASONITE +' EA, R PE DO SC ED E � INSULATED SECTIONAL + + + + + + + +� 29 Ni 96" 84" OVERHEAD DOOR 2 X12„X101 (2) LUMBER CLOPAY TBS r — — — — — — — — — — — — — — — — — — J. I 30 00 32" 80" 9 PANE GARDEN ENTRY 2"X6"X37"(2) LUMBER THERMATRU \2"X P.T. JAMBS CLAD IN COLORED BREAK ALUMINUM OR AZEK TRIM + 30" 80" SWING 2"X6"X35"(2) LUMBER MASONITE + ` TT� (3)2"X STUDS + + + + + + I GARAGE DOOR OPENING www.EDWARDKOENIG.COM + + + + SEE DOOR SCHEDULE FOR SIZE + I 2"X 8"RIDGE Architecture Firm: FASTEN 1/2" PLYWOOD AROUND GARAGE PORTAL STANDARD ROOF ASSEMBLY 240#ARCHITECTURAL ASPHALT FDWARD KO N I(1 - ARCHITECT WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER + O.C. IN FIELD 30#ROOFING FELT ON '/"'CDX' PLYWOOD ROOF SHEATHING POI BOX 1051 ° (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF + SHEATHING)OVER 2"X 6" ROOF RAFTERS @ 16" O.C. 150 VETERANS MEMORIAL HWY. STHD14 TIE DOWN AT EACH END OF PERFORATED 3��7SHEARWALL, FASTENED WITH(30) 16d NAILS 7 112 12 7 6311-948-70 2"X 4"COLLAR TIES @ 16"O.C. CO)M NY 11725 8-7030 (cell &text) (2)2"X 8"BEAM Website: www.EDWARDKOENIG.com 2"X BOTTOM PLATE OVER 2"X P.T. MUD SILL Emil: EDKOENIG49@gmail.com 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS • • SPACED @ 3'-0"O.C.AND SPACED WITH 6"TO 12"OF 2"X 4"CEILING JOISTS @ 6"O.C. FORMING BARREL VAULT EACH END PLATE.ANCHOR BOLTS SHALL HAVE A OVERED WITH CAROLINA BEADED COLONIAL WHITE VINYL ANDERSEN DOUBLE HUNG WINDOW — Project Title: Z�- ° MIN. EMBEDMENT OF 7" BEAD BOARD AS MFG'D. BY CERTAINTEED OPENING CONTROL DEVICE PART — — — FINISHED FLOOR + + + + I I I I #9021975 OR EQUAL IN COMPLIANCE _ o II II o I I I I XISTING COLUMN ENCLOSURE OVER STRUCTURAL POST — — — iv LEVEL — WITH SECTION R312.2.2 OF 2020 RCNYS 1 5 TOPE JAIRED FOX 4 - � = = = _= = = = =II= � � PLATE = 1525 LEEWARD DRIVE ANDERSEN CASEMENT WINDOW L U SOIUTHOLD, NY 11971 EXISTING CONCRETE PORCH OPENING CONTROL DEVICE PART 6311-335-0972 #9051541 OR EQUAL IN COMPLIANCE IN o WITH SECTION R312.2.2 OF 2020 RCNYS _ JAfRED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 #5 REBAR AT TOP OF FOUNDATION WALL. SEE WINDOWS SILLS 24"OR LESS AFF AMD r� z I FOUNDATION DETAILS GREATER THAN 72"ABOVE EXTERIOR °' APPROXIMATE GRADE ADJACENT GRADE OR OTHER EXTERIOR Sheet Title o � #5 REBAR AT BOTTOM OF FOOTING. SEE SURFACE REQUIRE WINDOW OPENING FINISHED FLOOR mh� CO LEVEL �C H E n� 1 I F ih I FOUNDATION DETAILS PROTECTION IN COMPLIANCE WITH NO WINDOW OPENING SECTION R312.2 OF 2020 RCNYS EXISTING FOUNDATION WALL r- GUARD REQUIRED FOR — — _ _ _ — — INDOW SILLS HEIGHT _ _ _ GREATER THAN 24"AFF - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING FOUNDATION FOOTING FINISHED GRADE Drawing No. 1PORTAL SHEAR WALL FRAMING DETAIL A 17 TYPICAL PORCH SECTION A 17 A=17 17 SCALE: 3/4"= V-0" SCALE: 1/4 = 1-0 SCALE: 1/4 ,-= 1 0,. A- OF 17 SHEETS